@inproceedings{ConstalesKrausshar,
  author    = {Constales, Denis and Kraußhar, Rolf S{\"o}ren},
  title     = {ON THE KLEIN-GORDON EQUATION ON THE 3-TORUS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2863},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28639},
  pages     = {10},
  abstract  = {In this paper we consider the time independent Klein-Gordon equation on some conformally flat 3-tori with given boundary data. We set up an explicit formula for the fundamental solution. We show that we can represent any solution to the homogeneous Klein-Gordon equation on the torus as finite sum over generalized 3-fold periodic elliptic functions that are in the kernel of the Klein-Gordon operator. Furthermore we prove Cauchy and Green type integral formulas and set up a Teodorescu and Cauchy transform for the toroidal Klein-Gordon operator. These in turn are used to set up explicit formulas for the solution to the inhomogeneous version of the Klein-Gordon equation on the 3-torus.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{Knabe,
  author    = {Knabe, Tina},
  title     = {CONSTITUTIVE MODELS FOR SUBSOIL IN THE CONTEXT OF STRUCTURAL ANALYSIS IN CONSTRUCTION ENGINEERING},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2862},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28628},
  pages     = {16},
  abstract  = {Parameters of constitutive models are obtained generally comparing the results of forward numerical simulations to measurement data. Mostly the parameter values are varied by trial-and-error in order to reach an improved fit and obtain plausible results. However, the description of complex soil behavior requires advanced constitutive models where the rising complexity of these models mainly increases the number of unknown constitutive parameters. Thus an efficient identification "by hand" becomes quite difficult for most practical geotechnical problems. The main focus of this article is on finding a vector of parameters in a given search space which minimizes discrepancy between measurements and the associated numerical result. Classically, the parameter values are estimated from laboratory tests on small samples (triaxial tests or oedometer tests). For this purpose an automatic population-based approach is present to determine the material parameters for reconstituted and natural Bothkennar Clay. After the identification a statistical assessment is carried out of numerical results to evaluate different constitutive models. On the other side a geotechnical problem, stone columns under an embankment, is treated in a well instrumented field trial in Klagenfurt, Austria. For the identification purpose there are measurements from multilevel-piezometers, multilevel-extensometers and horizontal inclinometer. Based on the simulation of the stone columns in a FE-Model the identification of the constitutive parameters is similar to the experimental tests by minimizing the absolute error between measurement and numerical curves.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{Raue,
  author    = {Raue, Erich},
  title     = {NONLINEAR ANALYSIS OF COMPOSITE CROSS-SECTIONS WITH PRE-DEFORMATIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2880},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28804},
  pages     = {9},
  abstract  = {An energy method based on the LAGRANGE Principle of the minimum of total potential en-ergy is presented to calculate the stresses and strains of composite cross-sections. The stress-strain relation of each partition of the cross-section can be an arbitrary piecewise continuous function. The strain energy is transformed into a line integral by GAUSS's integral theorem. The total strain of each partition of the cross-section is split into load-dependent strain and pre-strain. Pre-strains have to be taken into account when the cross-section is pre-stressed, retrofit-ted or influenced by shrinkage, temperature etc. The unconstrained minimum problem can be solved for each load combination using standard software. The application of the method presented in the paper is demonstrated by means of examples.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{NguyenTuanDatchevaSchanz,
  author    = {Nguyen-Tuan, Long and Datcheva, Maria and Schanz, Tom},
  title     = {NUMERICAL SIMULATION AND INVERSE ANALYSIS OF THERMO-HYDRO-MECHANICAL BEHAVIOR OF SAND-BENTONITE MIXTURE},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2876},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28767},
  pages     = {18},
  abstract  = {Sand-bentonite mixtures are well recognized as buffer and sealing material in nuclear waste repository constructions. The behaviour of compacted sand-bentonite mixture needs to be well understood in order to guarantee the safety and the efficiency of the barrier construction. This paper presents numerical simulations of swelling test and coupled thermo-hydro-mechanical (THM) test on compacted sand-bentonite mixture in order to reveal the influence of the temperature and hydraulic gradients on the distribution of temperature, mechanical stress and water content in such materials. Sensitivity analysis is carried out to identify the parameters which influence the most the response of the numerical model. Results of back analysis of the model parameters are reported and critically assessed.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{KinzlerGrabe,
  author    = {Kinzler, Steffen and Grabe, J{\"u}rgen},
  title     = {APPLICATION OF MULTICRITERIAL NUMERICAL OPTIMISATION IN GEOTECHNICAL ENGINEERING},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2861},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28616},
  pages     = {10},
  abstract  = {Geotechnical constructions are sophisticated structures due to the non-linear soil behaviour and the complex soil-structure interaction, which entails great exigencies on the liable engineer during the design process. The process can be schematised as a difficult and, depending on the opportunities and skills of the processor more or less innovative, creative and heuristic search for one or a multiple of defined objectives under given boundary conditions. Wholistic approaches including numerical optimisation which support the constructing engineer in this task do not currently exist. Abstract problem formulation is not state of the art; commonly parameter studies are bounded by computational effort. Thereby potential regarding cost effectiveness, construction time, load capacity and/or serviceability are often used insufficiently. This paper describes systematic approaches for comprehensive optimisation of selected geotechnical constructions like combined pile raft foundations and quay wall structures. Several optimisation paradigms like the mono- and the multi-objective optimisation are demonstrated and their use for a more efficient design concerning various intentions is shown in example. The optimisation is implemented by using Evolutionary Algorithms. The applicability to geotechnical real world problems including nonlinearities, discontinuities and multi-modalities is shown. The routines are adapted to common problems and coupled with conventional analysis procedures as well as with numerical calculation software based on the finite element method. Numerical optimisation of geotechnical design using efficient algorithms is able to deliver highly effective solutions after investing more effort into the parameterization of the problem. Obtained results can be used for realizing different constructions near the stability limit, visualizing the sensitivity regarding the construction parameters or simply procuring more effective solutions.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{KhanCongKarstenetal.,
  author    = {Khan, Farhan Manzoor Ahmed and Cong, ZiXiang and Karsten, Menzel and Stack, Paul},
  title     = {TRACKING OCCUPANTS AND INVENTORY ITEMS IN BUILDINGS USING RADIO FREQUENCY IDENTIFICATION (RFID) TECHNOLOGY},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2856},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28562},
  pages     = {13},
  abstract  = {In order to make control decisions, Smart Buildings need to collect data from multiple sources and bring it to a central location, such as the Building Management System (BMS). This needs to be done in a timely and automated fashion. Besides data being gathered from different energy using elements, information of occupant behaviour is also important for a building's requirement analysis. In this paper, the parameter of Occupant Density was considered to help find behaviour of occupants towards a building space. Through this parameter, support for building energy consumption and requirements based on occupant need and demands was provided. The demonstrator presented provides information on the number of people present in a particular building space at any time, giving the space density. Such collections of density data made over a certain period of time represents occupant behaviour towards the building space, giving its usage patterns. Similarly, inventory items were tracked and monitored for moving out or being brought into a particular read zone. For both, people and inventory items, this was achieved using small, low-cost, passive Ultra-High Frequency (UHF) Radio Frequency Identification (RFID) tags. Occupants were given the tags in a form factor of a credit card to be possessed at all times. A central database was built where occupant and inventory information for a particular building space was maintained for monitoring and providing a central data access.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{KeitelDimmigOsburgZabel,
  author    = {Keitel, Holger and Dimmig-Osburg, Andrea and Zabel, Volkmar},
  title     = {CHARACTERIZATION OF TIME-DEPENDENT DEFORMATIONS OF POLYMER CEMENT CONCRETE (PCC)},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2855},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28552},
  pages     = {17},
  abstract  = {Tests on Polymer Modified Cement Concrete (PCC) have shown significant large creep deformation. The reasons for that as well as additional material phenomena are explained in the following paper. Existing creep models developed for standard concrete are studied to determine the time-dependent deformations of PCC. These models are: model B3 by Bažant and Bajewa, the models according to Model Code 90 and ACI 209 as well as model GL2000 by Gardner and Lockman. The calculated creep strains are compared to existing experimental data of PCC and the differences are pointed out. Furthermore, an optimization of the model parameters is performed to fit the models to the experimental data to achieve a better model prognosis.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{KarakiFreundtVogt,
  author    = {Karaki, Ghada and Freundt, Ursula and Vogt, Ralf},
  title     = {MODELING OF BRIDGE BEARING UNDER TRANSIENT LOADING},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2854},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28544},
  pages     = {11},
  abstract  = {The evident advances of the computational power of the digital computers enable the modeling of the total system of structures. Such modeling demands compatible representations of the couplings of different structural subsystems. Therefore, models of dynamic interaction between the vehicle and the bridge and models of a bridge bearing, a coupling element between the bridge's superstructure and substructure, are of interest and discussed within this paper. The vehicle-bridge interaction may be described as a function connecting two sets of behavior. In this case, the coupling is embodied by mutual parameters that affect both systems, such as the frequency content of the bridge and the vehicle. Whereas the bridge bearings are elements used specifically to couple, in such elements the deformation and the transferred loads are used in characterizing the coupling The nature of these couplings and their influence on the bridge response is different. However, the need to assess the amount of dynamic response transferred by or within these couplings is a common argument.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{Itam,
  author    = {Itam, Zarina},
  title     = {NUMERICAL SIMULATION OF THERMO-HYGRAL ALKALI-SILICA REACTION MODEL IN CONCRETE AT THE MESOSCALE},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2853},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28536},
  pages     = {7},
  abstract  = {This research aims to model Alkali-Silica Reaction gel expansion in concrete under the influence of hygral and thermal loading, based on experimental results. ASR provokes a heterogeneous expansion in concrete leading to dimensional changes and eventually the premature failure of the concrete structure. This can result in map cracking on the concrete surface which will decrease the concrete stiffness. Factors that influence ASR are parameters such as the cement alkalinity, the number of deleterious silica from the aggregate used, concrete porosity, and external factors like temperature, humidity and external source of alkali from ingression of deicing salts. Uncertainties of the influential factors make ASR a difficult phenomenon to solve; hence my approach to this matter is to solve the problem using stochastic modelling, where a numerical simulation of concrete cross-section with integration of experimental results from Finger-Institute for Building Materials Science at the Bauhaus-Universit{\"a}t Weimar. The problem is formulated as a multi-field problem, combining heat transfer, fluid transfer and the reaction rate model with the mechanical stress field. Simulation is performed as a mesoscale model considering aggregates and mortar matrix. The reaction rate model will be conducted using experimental results from concrete expansions due to ASR gained from concrete prism tests. Expansive strains values for transient environmental conditions due to the reaction rate will be determined from calculation based on the reaction rate model. Results from these models will be able to predict the rate of ASR expansion and the cracking propagation that may arise.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{RichterIlzigRudnicki,
  author    = {Richter, Matthias and Ilzig, Katrin and Rudnicki, Andrzej},
  title     = {MODELS FOR THE BUS HEADWAY DISTRIBUTION IN THE FLOW BEHIND A TRAFFIC SIGNAL},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2852},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28521},
  pages     = {17},
  abstract  = {Several results concerning the distribution of the headway of busses in the flow behind a traffic signal are presented. In the main focus of interest is the description of analytical models, which are verified by the results of Monte-Carlo-Methods. The advantage of analytical models (verified, but not derived by simulation methods) is their flexibility with respect to possible generalizations. For instance, several random distributions of the flow incoming to the traffic signal can be compared. The attention will be directed at the question, how the primary headway H (analyzed in front of the traffic signal) is mapped to the headway H' analyzed behind of the traffic signal and how the random distribution of H is mapped to that of H'. For the traffic flow in front of the traffic signal several models will be discussed. The first case considers the situation, that busses operate on a common lane with the individual motor car traffic and the traffic flow is saturated. In the second situation, busses operate on a separated bus lane. Moreover, a mixed situation is discussed to model as close to reality as possible.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{HuhntRichter,
  author    = {Huhnt, Wolfgang and Richter, Sven},
  title     = {Modification Management for Planning and Construction Processes},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2851},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28510},
  pages     = {13},
  abstract  = {Planning and construction processes are characterized by the peculiarity that they need to be designed individually for each project. It is necessary to set up an individual schedule for each project. As a basis for a new project, schedules from already finished projects are used, but adaptions are always necessary. In practice, scheduling tools only document a process. Schedules cover a set of activities, their duration and a set of interdependencies between activities. The design of a process is up to the user. It is not necessary to specify each interdependency, and completeness and correctness need to be checked manually. No methodologies are available to guarantee properties such as correctness or completeness. The considerations presented in the paper are based on an approach where a planning and a construction process including the interdependencies between planning and construction activities are regarded as a result. Selected information need to be specified by a user, and a proposal for an order of planning and construction activities is computed. As a consequence, process properties such as correctness and completeness can be guaranteed with respect to user input. Especially in Germany, clients are allowed to modify their requirements at any time. This leads to modifications in the planning and construction processes. This paper covers a mathematical formulation for this problem based on set theory. A complex structure is set up covering objects and relations; and operations are defined that guarantee consistency in the underlying and versioned process description. The presented considerations are based on previous work. This paper can be regarded as the next step in a series of previous work describing how a suitable concept for handling, planning and construction processes in civil engineering can be formed.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{HarbrechtEppler,
  author    = {Harbrecht, Helmut and Eppler, K.},
  title     = {SHAPE OPTIMIZATION FOR FREE BOUNDARY PROBLEMS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2850},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28508},
  pages     = {8},
  abstract  = {In this paper three different formulations of a Bernoulli type free boundary problem are discussed. By analyzing the shape Hessian in case of matching data it is distinguished between well-posed and ill-posed formulations. A nonlinear Ritz-Galerkin method is applied for discretizing the shape optimization problem. In case of well-posedness existence and convergence of the approximate shapes is proven. In combination with a fast boundary element method efficient first and second order shape optimization algorithms are obtained.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{HammBeissertKoenig,
  author    = {Hamm, Matthias and Beißert, Ulrike and K{\"o}nig, Markus},
  title     = {SIMULATION-BASED OPTIMIZATION OF CONSTRUCTION SCHEDULES BY USING PARETO SIMULATED ANNEALING},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2849},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28499},
  pages     = {13},
  abstract  = {Within the scheduling of construction projects, different, partly conflicting objectives have to be considered. The specification of an efficient construction schedule is a challenging task, which leads to a NP-hard multi-criteria optimization problem. In the past decades, so-called metaheuristics have been developed for scheduling problems to find near-optimal solutions in reasonable time. This paper presents a Simulated Annealing concept to determine near-optimal construction schedules. Simulated Annealing is a well-known metaheuristic optimization approach for solving complex combinatorial problems. To enable dealing with several optimization objectives the Pareto optimization concept is applied. Thus, the optimization result is a set of Pareto-optimal schedules, which can be analyzed for selecting exactly one practicable and reasonable schedule. A flexible constraint-based simulation approach is used to generate possible neighboring solutions very quickly during the optimization process. The essential aspects of the developed Pareto Simulated Annealing concept are presented in detail.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{HaefnerVogelKoenke,
  author    = {H{\"a}fner, Stefan and Vogel, Frank and K{\"o}nke, Carsten},
  title     = {FINITE ELEMENT ANALYSIS OF TORSION FOR ARBITRARY CROSS-SECTIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2848},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28483},
  pages     = {11},
  abstract  = {The present article proposes an alternative way to compute the torsional stiffness based on three-dimensional continuum mechanics instead of applying a specific theory of torsion. A thin, representative beam slice is discretized by solid finite elements. Adequate boundary conditions and coupling conditions are integrated into the numerical model to obtain a proper answer on the torsion behaviour, thus on shear center, shear stress and torsional stiffness. This finite element approach only includes general assumptions of beam torsion which are independent of cross-section geometry. These assumptions essentially are: no in-plane deformation, constant torsion and free warping. Thus it is possible to achieve numerical solutions of high accuracy for arbitrary cross-sections. Due to the direct link to three-dimensional continuum mechanics, it is possible to extend the range of torsion analysis to sections which are composed of different materials or even to heterogeneous beams on a high scale of resolution. A brief study follows to validate the implementation and results are compared to analytical solutions.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{GutierrezSRamirezRodriguezetal.,
  author    = {Gutierrez S, Andrei and Ramirez, Marco P. and Rodriguez, Octavio and Sanchez N., V.D.},
  title     = {ON THE SOLUTIONS OF ELECTRICAL IMPEDANCE EQUATION: A PSEUDOANALYTIC APPROACH FOR SEPARABLE-VARIABLES CONDUCTIVITY FUNCTION},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2847},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28478},
  pages     = {11},
  abstract  = {Using a quaternionic reformulation of the electrical impedance equation, we consider a two-dimensional separable-variables conductivity function and, posing two different techniques, we obtain a special class of Vekua equation, whose general solution can be approach by virtue of Taylor series in formal powers, for which is possible to introduce an explicit Bers generating sequence.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{GrobConstalesKrausshar,
  author    = {Grob, Dennis and Constales, Denis and Kraußhar, Rolf S{\"o}ren},
  title     = {THE HYPERCOMPLEX SZEG{\"O} KERNEL METHOD FOR 3D MAPPING PROBLEMS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2846},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28464},
  pages     = {7},
  abstract  = {In this paper we present rudiments of a higher dimensional analogue of the Szeg{\"o} kernel method to compute 3D mappings from elementary domains onto the unit sphere. This is a formal construction which provides us with a good substitution of the classical conformal Riemann mapping. We give explicit numerical examples and discuss a comparison of the results with those obtained alternatively by the Bergman kernel method.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{GokceBrowneGokceetal.,
  author    = {Gokce, Hasan Ufuk and Browne, Donal and Gokce, Kamil Umut and Menzel, Karsten},
  title     = {IMPROVING ENERGY EFFICIENT OPERATION OF BUILDINGS WITH WIRELESS IT SYSTEMS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2845},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28453},
  pages     = {19},
  abstract  = {Reducing energy consumption is one of the major challenges for present day and will continue for future generations. The emerging EU directives relating to energy (EU EPBD and the EU Directive on Emissions Trading) now place demands on building owners to rate the energy performance of their buildings for efficient energy management. Moreover European Legislation (Directive 2006/32/EC) requires Facility Managers to reduce building energy consumption and operational costs. Currently sophisticated building services systems are available integrating off-the-shelf building management components. However this ad-hoc combination presents many difficulties to building owners in the management and upgrade of these systems. This paper addresses the need for integration concepts, holistic monitoring and analysis methodologies, life-cycle oriented decision support and sophisticated control strategies through the seamless integration of people, ICT-devices and computational resources via introducing the newly developed integrated system architecture. The first concept was applied to a residential building and the results were elaborated to improve current building conditions.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{FroebelFirmenichKoch,
  author    = {Fr{\"o}bel, Toni and Firmenich, Berthold and Koch, Christian},
  title     = {COUPLING PATTERNS IN CIVIL ENGINEERING APPLICATIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2844},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28443},
  pages     = {15},
  abstract  = {Buildings can be divided into various types and described by a huge number of parameters. Within the life cycle of a building, especially during the design and construction phases, a lot of engineers with different points of view, proprietary applications and data formats are involved. The collaboration of all participating engineers is characterised by a high amount of communication. Due to these aspects, a homogeneous building model for all engineers is not feasible. The status quo of civil engineering is the segmentation of the complete model into partial models. Currently, the interdependencies of these partial models are not in the focus of available engineering solutions. This paper addresses the problem of coupling partial models in civil engineering. According to the state-of-the-art, applications and partial models are formulated by the object-oriented method. Although this method solves basic communication problems like subclass coupling directly it was found that many relevant coupling problems remain to be solved. Therefore, it is necessary to analyse and classify the relevant coupling types in building modelling. Coupling in computer science refers to the relationship between modules and their mutual interaction and can be divided into different coupling types. The coupling types differ on the degree by which the coupled modules rely upon each other. This is exemplified by a general reference example from civil engineering. A uniform formulation of coupling patterns is described analogously to design patterns, which are a common methodology in software engineering. Design patterns are templates for describing a general reusable solution to a commonly occurring problem. A template is independent of the programming language and the operating system. These coupling patterns are selected according to the specific problems of building modelling. A specific meta-model for coupling problems in civil engineering is introduced. In our meta-model the coupling patterns are a semantic description of a specific coupling design.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{Franssens,
  author    = {Franssens, Ghislain R.},
  title     = {INTRODUCTION TO CLIFFORD ANALYSIS OVER PSEUDO-EUCLIDEAN SPACE},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2843},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28433},
  pages     = {16},
  abstract  = {An introduction is given to Clifford Analysis over pseudo-Euclidean space of arbitrary signature, called for short Ultrahyperbolic Clifford Analysis (UCA). UCA is regarded as a function theory of Clifford-valued functions, satisfying a first order partial differential equation involving a vector-valued differential operator, called a Dirac operator. The formulation of UCA presented here pays special attention to its geometrical setting. This permits to identify tensors which qualify as geometrically invariant Dirac operators and to take a position on the naturalness of contravariant and covariant versions of such a theory. In addition, a formal method is described to construct the general solution to the aforementioned equation in the context of covariant UCA.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{FlaigApel,
  author    = {Flaig, Thomas and Apel, Thomas},
  title     = {SIMULATION AND MATHEMATICAL OPTIMIZATION OF THE HYDRATION OF CONCRETE FOR AVOIDING THERMAL CRACKS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2842},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28424},
  pages     = {15},
  abstract  = {After mixing of concrete, the hardening starts by an exothermic chemical reaction known as hydration. As the reaction rate depends on the temperature the time in the description of the hydration is replaced by the maturity which is defined as an integral over a certain function depending on the temperature. The temperature distribution is governed by the heat equation with a right hand side depending on the maturity and the temperature itself. We compare of the performance of different time integration schemes of higher order with an automatic time step control. The simulation of the heat distribution is of importance as the development of mechanical properties is driven by the hydration. During this process it is possible that the tensile stresses exceed the tensile strength and cracks occur. The goal is to produce cheap concrete without cracks. Simple crack-criterions use only temperature differences, more involved ones are based on thermal stresses. If the criterion predicts cracks some changes in the input data are needed. This can be interpreted as optimization. The final goal will be to adopt model based optimization (in contrast to simulation based optimization) to the problem of the hydration of young concrete and the avoidance of cracks. The first step is the simulation of the hydration, which we focus in this paper.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{EckardtKoenke,
  author    = {Eckardt, Stefan and K{\"o}nke, Carsten},
  title     = {ENERGY RELEASE CONTROL FOR NONLINEAR MESOSCALE SIMULATIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2841},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28414},
  pages     = {5},
  abstract  = {In nonlinear simulations the loading is, in general, applied in an incremental way. Path-following algorithms are used to trace the equilibrium path during the failure process. Standard displacement controlled solution strategies fail if snap-back phenomena occur. In this contribution, a path-following algorithm based on the dissipation of the inelastic energy is presented which allows for the simulation of snap-backs. Since the constraint is defined in terms of the internal energy, the algorithm is not restricted to continuum damage models. Furthermore, no a priori knowledge about the final damage distribution is required. The performance of the proposed algorithm is illustrated using nonlinear mesoscale simulations.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{EbertBernsteinCerejeirasetal.,
  author    = {Ebert, Svend and Bernstein, Swanhild and Cerejeiras, Paula and K{\"a}hler, Uwe},
  title     = {NONZONAL WAVELETS ON S^N},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2840},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28406},
  pages     = {18},
  abstract  = {In the present article we will construct wavelets on an arbitrary dimensional sphere S^n due the approach of approximate Identities. There are two equivalently approaches to wavelets. The group theoretical approach formulates a square integrability condition for a group acting via unitary, irreducible representation on the sphere. The connection to the group theoretical approach will be sketched. The concept of approximate identities uses the same constructions in the background, here we select an appropriate section of dilations and translations in the group acting on the sphere in two steps. At First we will formulate dilations in terms of approximate identities and than we call in translations on the sphere as rotations. This leads to the construction of an orthogonal polynomial system in L²(SO(n+1)). That approach is convenient to construct concrete wavelets, since the appropriate kernels can be constructed form the heat kernel leading to the approximate Identity of Gauss-Weierstra\ss. We will work out conditions to functions forming a family of wavelets, subsequently we formulate how we can construct zonal wavelets from a approximate Identity and the relation to admissibility of nonzonal wavelets. Eventually we will give an example of a nonzonal Wavelet on \$S^n\$, which we obtain from the approximate identity of Gauss-Weierstraß.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{DjordjevicPetkovicZivkovic,
  author    = {Djordjevic, Djordje and Petkovic, Dusan and Zivkovic, Darko},
  title     = {THE APPLICATION OF INTERVAL CALCULUS TO ESTIMATION OF PLATE DEFLECTION BY SOLVING POISSON'S PARTIAL DIFFERENTIAL EQUATION},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2839},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28397},
  pages     = {12},
  abstract  = {This paper describes the application of interval calculus to calculation of plate deflection, taking in account inevitable and acceptable tolerance of input data (input parameters). The simply supported reinforced concrete plate was taken as an example. The plate was loaded by uniformly distributed loads. Several parameters that influence the plate deflection are given as certain closed intervals. Accordingly, the results are obtained as intervals so it was possible to follow the direct influence of a change of one or more input parameters on output (in our example, deflection) values by using one model and one computing procedure. The described procedure could be applied to any FEM calculation in order to keep calculation tolerances, ISO-tolerances, and production tolerances in close limits (admissible limits). The Wolfram Mathematica has been used as tool for interval calculation.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{DeSchepperBrackxSommen,
  author    = {De Schepper, Nele and Brackx, Fred and Sommen, Frank},
  title     = {THE FOURIER-BESSEL TRANSFORM},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2838},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28387},
  pages     = {18},
  abstract  = {In this paper we devise a new multi-dimensional integral transform within the Clifford analysis setting, the so-called Fourier-Bessel transform. It appears that in the two-dimensional case, it coincides with the Clifford-Fourier and cylindrical Fourier transforms introduced earlier. We show that this new integral transform satisfies operational formulae which are similar to those of the classical tensorial Fourier transform. Moreover the L2-basis elements consisting of generalized Clifford-Hermite functions appear to be eigenfunctions of the Fourier-Bessel transform.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{DeBieSommen,
  author    = {De Bie, Hendrik and Sommen, Frank},
  title     = {VECTOR AND BIVECTOR FOURIER TRANSFORMS IN CLIFFORD ANALYSIS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2837},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28371},
  pages     = {11},
  abstract  = {In the past, several types of Fourier transforms in Clifford analysis have been studied. In this paper, first an overview of these different transforms is given. Next, a new equation in a Clifford algebra is proposed, the solutions of which will act as kernels of a new class of generalized Fourier transforms. Two solutions of this equation are studied in more detail, namely a vector-valued solution and a bivector-valued solution, as well as the associated integral transforms.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{ChudobaScholzenHegger,
  author    = {Chudoba, Rostislav and Scholzen, A. and Hegger, Josef},
  title     = {MICROPLANE MODEL WITH INITIAL AND DAMAGE-INDUCED ANISOTROPY APPLIED TO TEXTILE-REINFORCED CONCRETE},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2836},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28367},
  pages     = {8},
  abstract  = {The presented material model reproduces the anisotropic characteristics of textile reinforced concrete in a smeared manner. This includes both the initial anisotropy introduced by the textile reinforcement, as well as the anisotropic damage evolution reflecting fine patterns of crack bridges. The model is based on the microplane approach. The direction-dependent representation of the material structure into oriented microplanes provides a flexible way to introduce the initial anisotropy. The microplanes oriented in a yarn direction are associated with modified damage laws that reflect the tension-stiffening effect due to the multiple cracking of the matrix along the yarn.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{CastilloPerez,
  author    = {Castillo-P{\´e}rez, Ra{\´u}l},
  title     = {AN APPLICATION OF FORMAL POWER SERIES FOR THE DEVELOPMENT OF OPTICAL FILTERS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2835},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28354},
  pages     = {8},
  abstract  = {The application of a recent method using formal power series is proposed. It is based on a new representation for solutions of Sturm-Liouville equations. This method is used to calculate the transmittance and reflectance coefficients of finite inhomogeneous layers with high accuracy and efficiency. Tailoring the refraction index profile defining the inhomogeneous media it is possible to develop very important applications such as optical filters. A number of profiles were evaluated and then some of them selected in order to perform an improvement of their characteristics via the modification of their profiles.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{CacaoConstalesKrausshar,
  author    = {Cacao, Isabel and Constales, Denis and Kraußhar, Rolf S{\"o}ren},
  title     = {A UNIFIED APPROACH FOR THE TREATMENT OF SOME HIGHER DIMENSIONAL DIRAC TYPE EQUATIONS ON SPHERES},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2834},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28343},
  pages     = {8},
  abstract  = {Using Clifford analysis methods, we provide a unified approach to obtain explicit solutions of some partial differential equations combining the n-dimensional Dirac and Euler operators, including generalizations of the classical time-harmonic Maxwell equations. The obtained regular solutions show strong connections between hypergeometric functions and homogeneous polynomials in the kernel of the Dirac operator.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BrehmZabelBucheretal.,
  author    = {Brehm, Maik and Zabel, Volkmar and Bucher, Christian and Ribeiro, D.},
  title     = {AN AUTOMATIC MODE SELECTION STRATEGY FOR MODEL UPDATING USING THE MODAL ASSURANCE CRITERION AND MODAL STRAIN ENERGIES},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2833},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28330},
  pages     = {18},
  abstract  = {In the context of finite element model updating using vibration test data, natural frequencies and mode shapes are used as validation criteria. Consequently, the order of natural frequencies and mode shapes is important. As only limited spatial information is available and noise is present in the measurements, the automatic selection of the most likely numerical mode shape corresponding to a measured mode shape is a difficult task. The most common criterion to indicate corresponding mode shapes is the modal assurance criterion. Unfortunately, this criterion fails in certain cases. In this paper, the pure mathematical modal assurance criterion will be enhanced by additional physical information of the numerical model in terms of modal strain energies. A numerical example and a benchmark study with real measured data are presented to show the advantages of the enhanced energy based criterion in comparison to the traditional modal assurance criterion.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BrackxDeSchepperLunaElizararrasetal.,
  author    = {Brackx, Fred and De Schepper, Hennie and Luna-Elizararras, Maria Elena and Shapiro, Michael},
  title     = {INTEGRAL REPRESENTATIONS IN HERMITEAN CLIFFORD ANALYSIS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2832},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28326},
  pages     = {13},
  abstract  = {Euclidean Clifford analysis is a higher dimensional function theory offering a refinement of classical harmonic analysis. The theory is centered around the concept of monogenic functions, i.e. null solutions of a first order vector valued rotation invariant differential operator called the Dirac operator, which factorizes the Laplacian. More recently, Hermitean Clifford analysis has emerged as a new and successful branch of Clifford analysis, offering yet a refinement of the Euclidean case; it focusses on the simultaneous null solutions, called Hermitean (or h-) monogenic functions, of two Hermitean Dirac operators which are invariant under the action of the unitary group. In Euclidean Clifford analysis, the Clifford-Cauchy integral formula has proven to be a corner stone of the function theory, as is the case for the traditional Cauchy formula for holomorphic functions in the complex plane. Previously, a Hermitean Clifford-Cauchy integral formula has been established by means of a matrix approach. This formula reduces to the traditional Martinelli-Bochner formula for holomorphic functions of several complex variables when taking functions with values in an appropriate part of complex spinor space. This means that the theory of Hermitean monogenic functions should encompass also other results of several variable complex analysis as special cases. At present we will elaborate further on the obtained results and refine them, considering fundamental solutions, Borel-Pompeiu representations and the Teoderescu inversion, each of them being developed at different levels, including the global level, handling vector variables, vector differential operators and the Clifford geometric product as well as the blade level were variables and differential operators act by means of the dot and wedge products. A rich world of results reveals itself, indeed including well-known formulae from the theory of several complex variables.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BombasaroBucher,
  author    = {Bombasaro, Emanuel and Bucher, Christian},
  title     = {INVESTIGATION OF MODELING ERRORS OF DIFFERENT RANDOM FIELD BASED WIND LOAD FORMULATIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2831},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28318},
  pages     = {11},
  abstract  = {In this paper the influence of changes in the mean wind velocity, the wind profile power-law coefficient, the drag coefficient of the terrain and the structural stiffness are investigated on different complex structural models. This paper gives a short introduction to wind profile models and to the approach by Davenport A. G. to compute the structural reaction of wind induced vibrations. Firstly with help of a simple example (a skyscraper) this approach is shown. Using this simple example gives the reader the possibility to study the variance differences when changing one of the above mentioned parameters on this very easy example and see the influence of different complex structural models on the result. Furthermore an approach for estimation of the needed discretization level is given. With the help of this knowledge the structural model design methodology can be base on deeper understanding of the different behavior of the single models.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BertholdMilbradt,
  author    = {Berthold, Tim and Milbradt, Peter},
  title     = {ARTIFICIAL NEURONAL NETWORKS IN ENVIRONMENTAL ENGINEERING: THEORY AND APPLICATIONS},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2830},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28304},
  pages     = {14},
  abstract  = {Models in the context of engineering can be classified in process based and data based models. Whereas the process based model describes the problem by an explicit formulation, the data based model is often used, where no such mapping can be found due to the high complexity of the problem. Artificial Neuronal Networks (ANN) is a data based model, which is able to "learn" a mapping from a set of training patterns. This paper deals with the application of ANN in time dependent bathymetric models. A bathymetric model is a geometric representation of the sea bed. Typically, a bathymetry is been measured and afterwards described by a finite set of measured data. Measuring at different time steps leads to a time dependent bathymetric model. To obtain a continuous surface, the measured data has to be interpolated by some interpolation method. Unlike the explicitly given interpolation methods, the presented time dependent bathymetric model using an ANN trains the approximated surface in space and time in an implicit way. The ANN is trained by topographic measured data, which consists of the location (x,y) and time t. In other words the ANN is trained to reproduce the mapping h = f(x,y,t) and afterwards it is able to approximate the topographic height for a given location and date. In a further step, this model is extended to take meteorological parameters into account. This leads to a model of more predictive character.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BauerRichterWeiss,
  author    = {Bauer, Marek and Richter, Matthias and Weiß, Hendrik},
  title     = {SIMULATION MODEL OF TRAM ROUTE OPERATION},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2829},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28295},
  pages     = {19},
  abstract  = {From passenger's perspective, punctuality is one of the most important features of tram route operation. We present a stochastic simulation model with special focus on determining important factors of influence. The statistical analysis bases on large samples (sample size is nearly 2000) accumulated from comprehensive measurements on eight tram routes in Cracow. For the simulation, we are not only interested in average values but also in stochastic characteristics like the variance and other properties of the distribution. A realization of trams operations is assumed to be a sequence of running times between successive stops and times spent by tram at the stops divided in passengers alighting and boarding times and times waiting for possibility of departure . The running time depends on the kind of track separation including the priorities in traffic lights, the length of the section and the number of intersections. For every type of section, a linear mixed regression model describes the average running time and its variance as functions of the length of the section and the number of intersections. The regression coefficients are estimated by the iterative re-weighted least square method. Alighting and boarding time mainly depends on type of vehicle, number of passengers alighting and boarding and occupancy of vehicle. For the distribution of the time waiting for possibility of departure suitable distributions like Gamma distribution and Lognormal distribution are fitted.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{BauerDudekRichter,
  author    = {Bauer, Marek and Dudek, Mariusz and Richter, Matthias},
  title     = {RELIABILITY OF TRAM - NETWORK SECTION},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2828},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28281},
  pages     = {16},
  abstract  = {We investigate aspects of tram-network section reliability, which operates as a part of the model of whole city tram-network reliability. Here, one of the main points of interest is the character of the chronological development of the disturbances (namely the differences between time of departure provided in schedule and real time of departure) on subsequent sections during tram line operation. These developments were observed in comprehensive measurements done in Krakow, during one of the main transportation nodes (Rondo Mogilskie) rebuilding. All taken building activities cause big disturbances in tram lines operation with effects extended to neighboring sections. In a second part, the stochastic character of section running time will be analyzed more detailed. There will be taken into consideration sections with only one beginning stop and also with two or three beginning stops located at different streets at an intersection. Possibility of adding results from sections with two beginning stops to one set will be checked with suitable statistical tests which are used to compare the means of the two samples. Section running time may depend on the value of gap between two following trams and from the value of deviation from schedule. This dependence will be described by a multi regression formula. The main measurements were done in the city center of Krakow in two stages: before and after big changes in tramway infrastructure.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@inproceedings{AhmedElSayedRashwanKamal,
  author    = {Ahmed El-Sayed, Ahmed and Rashwan, R. A. and Kamal, A.},
  title     = {HADAMARD GAPS IN WEIGHTED LOGARITHMIC BLOCH SPACE},
  editor    = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten},
  organization    = {Bauhaus-Universit{\"a}t Weimar},
  issn      = {1611-4086},
  doi       = {10.25643/bauhaus-universitaet.2827},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170314-28275},
  pages     = {20},
  abstract  = {We give a sufficient and a necessary condition for an analytic function "f" on the unit disk "D" with Hadamard gap to belong to a class of weighted logarithmic Bloch space as well as to the corresponding little weighted logarithmic Bloch space under some conditions posed on the defined weight function. Also, we study the relations between the class of weighted logarithmic Bloch functions and some other classes of analytic functions by the help of analytic functions in the Hadamard gap class.},
  subject      = {Angewandte Informatik},
  language  = {en}
}
@article{Hartmann,
  author    = {Hartmann, Frank},
  title     = {'Unter die Haut der Welt'. Philosophical Toys, Metatechnik und transanthropologischer Raum},
  series = {Zeitschrift f{\"u}r Medien- und Kulturforschung},
  journal   = {Zeitschrift f{\"u}r Medien- und Kulturforschung},
  number    = {2010,2},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20140819-22781},
  pages     = {95 -- 110},
  abstract  = {Nach dem aufgeregten Palaver um den Computer als 'Medium' und die akademische Begleitrhetorik zum Internet wird erneut die Frage nach der Leistung von Medienphilosophie gestellt - in diesem Beitrag als medienanthropologische Vergewisserung: welche technischen {\"U}berschreitungen definieren das Neue unserer Lage?},
  subject      = {Philosophie},
  language  = {de}
}
@misc{Theiler,
  author    = {Theiler, Michael},
  title     = {Documentation and conceptual development of software components for the execution of geometric Boolean set operations on the basis of Java3D},
  doi       = {10.25643/bauhaus-universitaet.1943},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20130603-19430},
  pages     = {50},
  abstract  = {Complex buildings and other structures are cumulatively planned with software that supports the export of building information in the STEP-format on the basis of the IFC (Industry Foundation Classes). Because of the availability of this interface, it is possible to use the data of a building for further processing. Within the IFC, several geometrical models for the visualization of building elements are provided. Among others, geometric Boolean set operations are needed to "subtract" openings from building elements (e.g. for windows or doors) - CSG (Constructive Solid Geometry). Therefore, software components based on the algorithms [Laidlaw86] and [Hubbard90] were developed at the professorship Informatik im Bauwesen that support these functionalities on the basis of Java3D. However, it turned out in praxis, that these components are numerically instable and that there is no acceptable robustness or tolerance of errors. This is caused by mistakes in the implementation (bugs) as well as the insufficient handling of numerical inaccuracies. Further, a verification and, where applicable, a correction of qualitative substandard initial data is missing. Prior to this student research project, the implementation of a self-contained application for a visual error control was initiated. This tool visualizes several program steps and their corresponding data. With use of this tool, the implemented algorithms can be analyzed in detail. The papers [Laidlaw86] and [Hubbard90] are unsatisfactory describing some essential steps of the algorithm as well as implementation details to execute Boolean set operations on the basis of a B-rep (Boundary Representation) model. Hence, the algorithm should be documented comprehensible with the help of figures and pseudo code. Moreover, problems within the existing implementation shall be identified and possible solution strategies shall be provided.},
  subject      = {Boolean Operations},
  language  = {en}
}
@inproceedings{TheilerTauscherTulkeetal.,
  author    = {Theiler, Michael and Tauscher, Eike and Tulke, Jan and Riedel, Thomas},
  title     = {Boolesche Operationen f{\"u}r die Visualisierung von IFC-Geb{\"a}udemodellen},
  series = {Forum Bauinformatik 2010},
  booktitle = {Forum Bauinformatik 2010},
  editor    = {Kr{\"a}mer, Torsten},
  publisher = {Shaker Verlag},
  address   = {Aachen},
  isbn      = {978-3-8322-9456-4},
  doi       = {10.25643/bauhaus-universitaet.1815},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20130107-18151},
  pages     = {251 -- 258},
  abstract  = {Die Planung von komplexen Bauwerken erfolgt zunehmend mit Planungswerkzeugen, die den Export von Bauwerksinformationen im STEP-Format auf Grundlage der IFC (Industry Foundation Classes) erlauben. Durch die Verf{\"u}gbarkeit dieser Schnittstelle ist es m{\"o}glich, Bauwerksinformationen f{\"u}r die weiterf{\"u}hrende Verarbeitung zu verwenden. Zur Visualisierung der geometrischen Daten stehen innerhalb der IFC verschiedene geometrische Modelle f{\"u}r die Darstellung von Bauteilen zur Verf{\"u}gung. Unter anderem werden f{\"u}r das „Ausschneiden" von {\"O}ffnungen aus Bauteilen (z.B. f{\"u}r Fenster und T{\"u}ren) geometrische boolesche Operationen ben{\"o}tigt. Gegenstand des Beitrags ist die Vorstellung eines Algorithmus zur Berechnung von booleschen Operationen auf Basis eines triangulierten B-Rep (Boundary Representation) Modells nach HUBBARD (1990). Da innerhalb von IFC-Geb{\"a}udemodellen Bauteile oft das Resultat mehrerer boolescher Operationen sind (z.B. um mehrere Fenster{\"o}ffnungen von einer gegebenen Wand abzuziehen), wurde der Algorithmus von Hubbard angepasst, sodass mehrere boolesche Operationen gleichzeitig berechnet werden k{\"o}nnen. Durch diese Optimierung wird eine deutliche Reduzierung der ben{\"o}tigten Berechnungen und somit der Rechenzeit erreicht.},
  subject      = {IFC},
  language  = {de}
}
@misc{Theiler,
  type      = {Master Thesis},
  author    = {Theiler, Michael},
  title     = {Interaktive Visualisierung von Qualit{\"a}tsdefiziten komplexer Bauwerksinformationsmodelle auf Basis der Industry Foundation Classes (IFC) in einer webbasierten Umgebung},
  doi       = {10.25643/bauhaus-universitaet.1786},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20121214-17869},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {93},
  abstract  = {Der inhaltlichen Qualit{\"a}tssicherung von Bauwerksinformationsmodellen (BIM) kommt im Zuge einer stetig wachsenden Nutzung der verwendeten BIM f{\"u}r unterschiedliche Anwen-dungsf{\"a}lle eine große Bedeutung zu. Diese ist f{\"u}r jede am Datenaustausch beteiligte Software dem Projektziel entsprechend durchzuf{\"u}hren. Mit den Industry Foundation Classes (IFC) steht ein etabliertes Format f{\"u}r die Beschreibung und den Austausch eines solchen Modells zur Verf{\"u}gung. F{\"u}r den Prozess der Qualit{\"a}tssicherung wird eine serverbasierte Testumgebung Bestandteil des neuen Zertifizierungsverfahrens der IFC sein. Zu diesem Zweck wurde durch das „iabi - Institut f{\"u}r angewandte Bauinformatik" in Zusammenarbeit mit „buildingSMART e.V." (http://www.buildingsmart.de) ein Global Testing Documentation Server (GTDS) implementiert. Der GTDS ist eine, auf einer Datenbank basierte, Web-Applikation, die folgende Intentionen verfolgt: • Bereitstellung eines Werkzeugs f{\"u}r das qualitative Testen IFC-basierter Modelle • Unterst{\"u}tzung der Kommunikation zwischen IFC Entwicklern und Anwendern • Dokumentation der Qualit{\"a}t von IFC-basierten Softwareanwendungen • Bereitstellung einer Plattform f{\"u}r die Zertifizierung von IFC Anwendungen Gegenstand der Arbeit ist die Planung und exemplarische Umsetzung eines Werkzeugs zur interaktiven Visualisierung von Qualit{\"a}tsdefiziten, die vom GTDS im Modell erkannt wurden. Die exemplarische Umsetzung soll dabei aufbauend auf den OPEN IFC TOOLS (http://www.openifctools.org) erfolgen.},
  subject      = {BIM},
  language  = {de}
}
@phdthesis{Linne2010,
  author    = {Linne, Stefan},
  title     = {L{\"o}sbare kraftschl{\"u}ssige Verbindungen f{\"u}r modulare Bauwerke aus Faserverbundkunststoffen},
  doi       = {10.25643/bauhaus-universitaet.1458},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110831-15547},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {In der vorliegenden Arbeit wird eine kraftschl{\"u}ssige Verbindungstechnik f{\"u}r modulare, schalenartige Faserverbundbauteile vorgestellt. Die Verbindung basiert auf der Verklebung mit lokal begrenzten Stahlblechen. Aus dem Verbindungsansatz wird die Verklebung zwischen Stahl und Faserverbundkunststoff vertiefend betrachtet. Ziel sind die Wahl von technologischen Randbedingungen, die Erarbeitung eines Vorschlages zur numerischen Berechnung und Bemessung und die Formulierung konstruktiver Empfehlungen zum Entwurf von Verklebungen. Mechanische Kennwerte werden in Zugversuchen ermittelt und direkt auf die nichtlinearen Berechnungen {\"u}bertragen. Technologische Einfl{\"u}sse und die Streuungen aus realen Verklebungen werden {\"u}ber die Nachrechnung von Zugscherversuchen in die Bemessung integriert. Es wird gezeigt, dass die Verklebungen ausreichende Festigkeiten und ein zufriedenstellendes Bruchverhalten aufweisen. Die Kombination aus einer Werkstattverklebung und einer baustellengerechten Montage erm{\"o}glicht eine materialgerechte und effiziente Verbindungen f{\"u}r Faserverbundkonstruktionen unter den Randbedingungen des Bauwesens.},
  subject      = {Verbindungstechnik},
  language  = {de}
}
@phdthesis{Eberhardt2010,
  author    = {Eberhardt, Arnd Bernd},
  title     = {On the mechanisms of shrinkage reducing admixtures in self con-solidating mortars and concretes},
  isbn      = {978-3-8440-0027-6},
  doi       = {10.25643/bauhaus-universitaet.1454},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110620-15491},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {'Zur Wirkungsweise schwindreduzierender Zusatzmittel in selbstverdichtenden M{\"o}rteln und Betonen' Problemstellung und Zielsetzung 1. Der Einsatz selbstverdichtender M{\"o}rtel und Betone im Bauwesen erbringt klare Vorteile. Dies sind im Wesentlichen eine erh{\"o}hte Betonierleistung, verbesserte Betonierqualit{\"a}t f{\"u}r bewehrten Beton im Allgemeinen und f{\"u}r filigrane, eng bewehrte Bauteile im Besonderen. Die mit den traditionellen Methoden des Betonbaus verbundenen L{\"a}rmemissionen werden erheblich reduziert. Der Wegfall der f{\"u}r herk{\"o}mmlichen Beton notwendigen Verdichtungsarbeit reduziert den manuellen Aufwand und die damit verbundenen Gesundheitsrisiken. Das im selbstverdichtenden Beton ben{\"o}tigte hohe Bindemittelleimvolumen ist der Betondauerhaftigkeit abtr{\"a}glich. Es bewirkt, dass selbstverdichtende Betone ein erh{\"o}htes Schwindmaß sowie eine h{\"o}here Rissneigung aufweisen. Ersteres kann f{\"u}r Betonbauteile zu erheblichen Verformungen oder Zwangsspannungen f{\"u}hren, w{\"a}hrend Letzteres die Dauerhaftigkeit des Baustoffes Beton aufgrund einer Beg{\"u}nstigung rissinduzierter Sch{\"a}digungsmechanismen stark beeintr{\"a}chtigt. 2. Herk{\"o}mmliche Methoden zur Schwindreduktion und Rissvermeidung verfolgen haupts{\"a}chlich das Ziel, die im Beton einzusetzenden Bindemittelmengen zu reduzieren. F{\"u}r selbstverdichtende Betone ist dieses Konzept nur sehr begrenzt anwendbar, da die Selbstverdichtung dieser Betone relativ hohe Bindemittelleimvolumen erfordert. Eine M{\"o}glichkeit das Ausmaß des Schwindens und damit die Rissanf{\"a}lligkeit selbstverdichtender Betone zu senken, besteht in der Anwendung schwindreduzierender Betonzusatzmittel. Eingef{\"u}hrt in den achtziger Jahren des 20ten Jahrhunderts in Japan, erweisen sich diese Zusatzmittel als effiziente Methode zur Verbesserung der Qualit{\"a}t bindemittelreicher Hochleistungsbetone im Allgemeinen und selbstverdichtender Betone im Besonderen. 3. W{\"a}hrend die Wirksamkeit schwindreduzierender Betonzusatzmittel in zahlreichen anwendungsorientierten Studien nachgewiesen werden konnte, ist das Wirkprinzip nur unzureichend erforscht. Eines der Hauptziele dieser Arbeit ist deshalb die gr{\"u}ndliche Erforschung des Wirkmechanismus schwindreduzierender Betonzusatzmittel. 4. Weiterhin besteht Unklarheit, wie diese Zus{\"a}tze in den Chemismus der Zementhydratation eingreifen und ob dies der allgemeinen Dauerhaftigkeit des Baustoffes Beton abtr{\"a}glich ist. Ein wichtiges Ziel dieser Arbeit ist deshalb die gr{\"u}ndliche Erforschung der Zementhydratation in Gegenwart einer repr{\"a}sentativen Auswahl verschiedener Typen schwindreduzierender Betonzusatzmittel. 5. Die Nachhaltigkeit der Anwendung schwindreduzierender Zusatzmittel ist bedeutend f{\"u}r die Betondauerhaftigkeit. Ob schwindreduzierende Zusatzmittel auslaugbar sind und ob eine Auslaugung die Schwindreduktion langfristig beeintr{\"a}chtigt, sind weitere Fragen, denen im Rahmen dieser Arbeit nachgegangen wird. Stand der Wissenschaft 6. Schwinden und Quellen von zement{\"a}ren Baustoffen wird im Allgemeinen mittels makroskopisch-thermodynamischer Ans{\"a}tze beschrieben. Der stark vereinfachte Ansatz kapillaren Unterdrucks bzw. hydrostatischen Drucks als treibende Kraft f{\"u}r hygrische Verformungen wird weitgehend abgelehnt. Vielmehr wird im Bereich moderater Luftfeuchten der Spaltdruck und im Bereich niedriger Luftfeuchten die Oberfl{\"a}chenenergie zur Beschreibung der hygrischen Volumenstabilit{\"a}t herangezogen. 7. Schwindreduzierende Betonzusatzmittel bestehen {\"u}berwiegend aus synergistischen Abmischungen nicht-ionischer Tenside mit Glykolen. Die amphiphilen Eigenschaften der nicht-ionischen Tenside f{\"u}hren zu einer Senkung der Oberfl{\"a}chenspannung des Zementporenwassers. In Abh{\"a}ngigkeit ihrer Konzentration in w{\"a}ssrigen Elektrolyten bilden nicht-ionische Tenside Mizellen und/oder Fl{\"u}ssigkristalle. Beobachtet wurden Mischungsl{\"u}cken und Aussalzungen dieser organischen, oberfl{\"a}chenaktiven Substanzen. Durch die Zugabe von Glykolen wird die Mischbarkeit nicht-ionischer Tenside mit w{\"a}ssrigen Elektrolyten stark erh{\"o}ht und f{\"u}hrt zu einer Absenkung der Bildung von Fl{\"u}ssigkristallen und organischen Aussalzungen sowie zu einer verminderten Adsorption des Tensides an Feststoffoberfl{\"a}chen. Der ausschließlich in der Patentliteratur erw{\"a}hnte Synergieeffekt bei der Abmischung nicht-ionischer Tenside mit Glykolen zu Schwindreduzierern bezieht sich auf eine erh{\"o}hte Schwindreduktionskapazit{\"a}t des Zusatzmittels und beruht auf der Abmilderung aller Effekte, die zu einer Abscheidung des Tensides aus der w{\"a}ssrigen L{\"o}sung f{\"u}hren. 8. Eine Implementierung der spezifischen chemisch-physikalischen Eigenschaften schwind-reduzierender Zusatzmittel in bestehende Modelle zur Beschreibung des Trocknungsschwindens ist der Fachliteratur nicht zu entnehmen. Mit Ausnahme des Kapillardruckmodells zur Vorhersage des Trocknungsschwindens lassen sich Charakteristika schwindreduzierender Betonzusatzmittel, im Speziellen ihrer Oberfl{\"a}chenaktivit{\"a}t, nicht bzw. nur unzureichend in bestehende Modelle zum Trocknungsschwinden implementieren. Methodik 9. Die Oberfl{\"a}chenaktivit{\"a}t einer repr{\"a}sentativen Auswahl an Schwindreduzierern wurde in makroskopischen Versuchen an synthetischen als auch an extrahierten Zementporenw{\"a}ssern quantifiziert. Dies umfasste auch die Quantifizierung von Mischungsl{\"u}cken und organischen Aussalzungen. 10. Ein in dieser Arbeit entwickelter theoretischer Ansatz zur Auswertung herk{\"o}mmlicher Messungen der Oberfl{\"a}chenspannung erlaubt eine Absch{\"a}tzung der Oberfl{\"a}chenspannung der Porenl{\"o}sung im trocknenden, zement{\"a}ren Porensystem. 11. Der Einfluss schwindreduzierender Zusatzmittel auf den Hydratationsmechanismus, d.h. Hydratphasenbestand und Hydratationskinetik, wurde mittels Thermogravimetrie, R{\"o}ntgenphasenanalyse bzw. isothermer W{\"a}rmeleitungskalorimetrie erfasst. Zus{\"a}tzlich wurde Elektronenmikroskopie zur Beschreibung der Mikrostrukturen und energiedispersive R{\"o}ntgenspektroskopie zur qualitativen Bestimmung von niedrig konzentrierten Hydratphasen eingesetzt. Die Ver{\"a}nderungen der Komposition des Zementporenwassers in Gegenwart schwindreduzierender Zusatzmittel wurden analysiert. Die spezifische Adsorption schwindreduzierender Zusatzmittel an Zementhydraten wurde an hydratisierendem Zement als auch an synthetischen Hydratphasen untersucht. 12. Der Mechanismus der Auslaugung schwindreduzierender Zusatzmittel wurde in Standtests untersucht, w{\"a}hrend praxisnahe Konditionen mittels zyklischer Auslaugung und Trocknung in Langzeittests simuliert wurden. 13. Die Beschreibung der hygrischen Eigenschaften von Zementstein und M{\"o}rteln erfolgte anhand von Schwind- und Desorptionsisothermen. Basierend auf thermodynamischen Ans{\"a}tzen wurden unter Verwendung dieser Schwind- und Desorptionsisothermen Energiebilanzen erstellt, die eine Unterscheidung zwischen Verformungsenergie und Energie zur Erzeugung von Oberfl{\"a}che im Trocknungsprozess zement{\"a}rer Baustoffe zulassen und somit eine Abgrenzung der Einflussnahme von Schwindreduzierern auf diese spezifische Energieverteilung erm{\"o}glichen. Im Wesentlichen erzielte Ergebnisse 14. Schwindreduzierende Betonzusatzmittel nehmen aufgrund ihrer amphiphilen Eigenschaften Einfluss auf den Hydratationsmechanismus von Portlandzementen. In Gegenwart dieser Zusatzmittel ist die L{\"o}slichkeit f{\"u}r anorganische Salze verringert. Die Konzentration von Calcium-, Kalium- und Sulfationen sinkt mit zunehmender Konzentration des Zusatzmittels. W{\"a}hrend der Induktionsperiode der Portlandzementhydratation f{\"u}hrt dies zur tempor{\"a}ren Ausf{\"a}llung von Calcium-Kalium-Sulfathydrat. Eine Ver{\"a}nderung des Hydratphasenbestandes in Gegenwart von schwindreduzierenden Zusatzmitteln kann nicht signifikant unterschieden werden. Somit sind nachteilige Auswirkungen auf die Dauerhaftigkeit derartig modifizierter Betone aufgrund eines ver{\"a}nderten Hydratphasenbestandes nicht zu erwarten. 15. Die stark verz{\"o}gernde Wirkung von Schwindreduzierern in Kombination mit polycarboxylat-basierten Fließmitteln beruht nicht auf der Adsorption des Schwindreduzierers am hydratisierenden Klinker. Vielmehr kann davon ausgegangen werden, dass die verminderte L{\"o}slichkeit f{\"u}r Salze in der Porenl{\"o}sung den Reaktionsumsatz absenkt und/oder eine spezifische Adsorption des nicht-ionischen Tensides an Portlanditkeimen deren Wachstum hemmt und damit die Aufl{\"o}sung von silikatischen Klinkerphasen. 16. Schwindreduzierende Zusatzmittel weisen eine spezifische Adsorption an Portlandit auf, einem Nebenprodukt der Hydratationsreaktionen eines Hauptbestandteils von Portlandzement. Ein verst{\"a}rktes Kristallwachstum von Portlandit in lateraler Dimension f{\"u}hrt zu einer Zunahme der spezifischen Oberfl{\"a}che des hydratisierten Zementsteines. F{\"u}r nass nachbehandelte Zementsteine bedeutet dies eine Zunahme der Gelporosit{\"a}t auf Kosten der Kapillarporosit{\"a}t. Eine Einflussnahme auf die Gesamtporosit{\"a}t l{\"a}sst sich nicht feststellen. 17. Die Zunahme der spezifischen Oberfl{\"a}che von Zementstein in Gegenwart von Schwindreduzierern bewirkt eine verst{\"a}rkte physikalische Adsorption von Zementporenwasser am Feststoff. F{\"u}r Betone mit niedrigem w/z-Wert oder unzureichender Nachbehandlung kann dieser Prozess zu einer Reduktion des f{\"u}r die Hydratation verf{\"u}gbaren Wassers f{\"u}hren und in einem vermindertem Hydratationsgrad resultieren. Dies k{\"o}nnte eine Ursache f{\"u}r die in der Literatur beschriebenen Einbußen bez{\"u}glich mechanischer Eigenschaften beim Einsatz von Schwindreduzieren sein. 18. Schwindreduzierer sind im hohen Maße auslaugbar. Jedoch zeigen zyklische Langzeittests, dass ein signifikanter Austrag des Zusatzmittels in vorwiegend trockener Exposition nicht zu erwarten ist. Die Nachhaltigkeit des Einsatzes dieser Zusatzmittel ist gegeben, wenn die Anwendung im Beton das Ziel der Reduktion des Trocknungsschwindens verfolgt. 19. Die schwindreduzierende Wirkung der nicht-ionischen Tenside beruht vorwiegend auf der Reduktion der Oberfl{\"a}chenspannung der Grenzfl{\"a}che „fl{\"u}ssig/gasf{\"o}rmig" des trocknenden Zementsteines. Inwieweit diese Oberfl{\"a}chenspannung durch das nicht-ionischeTensid herabgesetzt wird, ist von der Gesamtkonzentration im Allgemeinen und im Speziellen von der Konzentration des Tensides in der Oberfl{\"a}che abh{\"a}ngig. Da im Zuge des Trocknens diese Grenzfl{\"a}che w{\"a}chst, kann bei gegebener Gesamtkonzentration des Zusatzmittels im Beton dessen Konzentration in der Grenzfl{\"a}che sinken, woraufhin die Oberfl{\"a}chenspannung ansteigt und die Schwindreduktion sinkt. 20. Im Ergebnis dieser Arbeit ist es m{\"o}glich, die Entwicklung sowohl der Oberfl{\"a}che als auch ihrer Oberfl{\"a}chenspannung im Trocknungsprozess zu quantifizieren und diese Ergebnisse in einen einfachen konzeptionellen, thermodynamischen Ansatz zur Minimierung der freien Energie des trocknenden, zement{\"a}ren Porensystems zu {\"u}berf{\"u}hren. Die Verwendung dieses konzeptionellen Ansatzes erlaubt es, den Wirkmechanismus schwindreduzierender Betonzusatzmittel zu beschreiben.},
  subject      = {Schwinden},
  language  = {en}
}
@phdthesis{FrankJungbecker2010,
  author    = {Frank-Jungbecker, Andrea},
  title     = {Verkehrsmengenrisiko bei PPP-Projekten im Straßensektor - Determinanten effizienter Risikoallokation},
  doi       = {10.25643/bauhaus-universitaet.1357},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110616-15461},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {Trotz weltweit umfangreichen Erfahrungen mit Public Private Partnership Projekten im Straßensektor bleibt der Umgang mit dem Verkehrsmengenrisiko f{\"u}r die Projektbeteiligten eine Herausforderung. Die Arbeit widmet sich daher der wesentlichen Fragestellung nach einer effizienten Allokation dieses Risikos, dem nicht weniger Bedeutung zukommt als f{\"u}r den gesamtwirtschaftlichen Erfolg eines Straßenkonzessionsprojektes eine entscheidende Rolle zu spielen. Untersucht werden zun{\"a}chst die Charakteristika des Verkehrsmengenrisikos mit seinen umf{\"a}nglichen Einflussfaktoren. Anschließend werden die in der Praxis zur Anwendung kommenden Vertragsmodelle zur Bewirtschaftung von Straßeninfrastruktur dargestellt und analysiert, wie in den einzelnen Modellen Verkehrsmengenrisiko auf die verschiedenen Vertragspartner verteilt wird. Auf Basis dieser Grundlagen wird ein kriteriengest{\"u}tzter Analyserahmen entwickelt, der die Effizienz unterschiedlicher Risikoallokationen zwischen den Vertragspartner bewertet. Dabei werden einerseits die effizienzbeeinflussenden Eigenschaften der potentiellen Risikotr{\"a}ger eines PPP-Projektes ber{\"u}cksichtigt als auch die die effizienzbeeinflussenden Wirkungen der unterschiedlichen Vertragsmodelle. Aus den Erkenntnissen dieser Analyse werden letztlich Handlungs- und Gestaltungsempfehlungen zum Umgang mit dem Verkehrsmengenrisiko abgeleitet.},
  subject      = {Public Private Partnership},
  language  = {de}
}
@misc{BallerstedtBeccuBuettneretal.2010,
  author    = {Ballerstedt, Stefanie and Beccu, Annelie and B{\"u}ttner, Theres and Friedmann, Christin and Korritke, Constanze and Kuppler, Jana and Winzer, Sandra and Zigahn, Britta and Cheng, Jin and Cheynel, Mary and Ciabrini, Charlotte and Deligny, C{\´e}line and K{\"o}neke, Sarah and Martin, Anna and Hernandez, Catherine Mirallas and Neubauer, Tanja and Riesch, Sarah and Bartling, Inga and Dreßig, Sandra and Gr{\"o}ne, Sarah and Kloth, Daniela and Reuter, Mika and Sandtner, Lisa and S{\"a}nger, Tom and Schauer, Christine and Stegmann, Markus and Wasserek, Moritz},
  title     = {E-Book : Ergebnisse aus der digitalen Forschungswerkstatt},
  doi       = {10.25643/bauhaus-universitaet.1451},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110418-15455},
  year      = {2010},
  abstract  = {Digitale Lesezeichen, Volltextsuche und Multimedia-Inhalte - die Ende des 20. Jahrhunderts durch das Internet ausgel{\"o}ste Medienrevolution ließ auch das Buch nicht unber{\"u}hrt. Die Verbreitung des World Wide Webs parallel zur rasanten Entwicklung der Computertechnologie erm{\"o}glichte die Digitalisierung des Buches und bildete das E-Book als neue Publikationsform heraus. Seit etwa zehn Jahren k{\"o}nnen B{\"u}cher nicht mehr nur gedruckt, sondern auch elektronisch zur Verf{\"u}gung gestellt werden, was f{\"u}r die Buchbranche und den Leser einige Ver{\"a}nderungen bedeutet. Moderne Leseger{\"a}te, auch E-Reader genannt, erlauben die Speicherung einer ganzen Bibliothek auf einem einzigen mobilen Endger{\"a}t. Dabei steht das einzelne E-Book dem gedruckten Buch in seiner Lesequalit{\"a}t in nichts nach und erm{\"o}glicht zudem das Einf{\"u}gen elektronischer Notizen und Lesezeichen, die Volltextsuche nach bestimmten W{\"o}rtern und die Verbindung von Text mit Bild, Ton und Video. Dennoch kann das E-Book seit seinem Aufkommen in Deutschland noch keine Erfolgsgeschichte schreiben. Insbesondere hohe Preise f{\"u}r die Leseger{\"a}te halten immer noch viele Leser vom Nutzen der E-Books ab. Zu sehr ist das gedruckte Buch f{\"u}r zahlreiche Menschen noch fester Bestandteil ihres allt{\"a}glichen Lebens, als das sie es bereits durch das E-Book austauschen w{\"u}rden. Eine Situation, die einige Fragen aufwirft: Wird sich das EBook als Medium durchsetzen und das gedruckte Buch langfristig abl{\"o}sen? Kann das EBook neben Zeitung, Radio, Fernsehen und Buch {\"u}berhaupt als ein neues Medium verstanden werden? Und welche Ver{\"a}nderungen w{\"u}rde die massenhafte Verbreitung elektronischer B{\"u}cher mit sich bringen?},
  subject      = {Elektronisches Buch},
  language  = {de}
}
@article{KoenigThurowBraunesetal.2010,
  author    = {K{\"o}nig, Reinhard and Thurow, Torsten and Braunes, J{\"o}rg and Donath, Dirk and Schneider, Sven},
  title     = {Technische Einf{\"u}hrung in FREAC: A Framework for Enhancing Research in Architectural Design and Communication},
  doi       = {10.25643/bauhaus-universitaet.1449},
  url       = {http://nbn-resolving.de/urn:nbn:de:101:1-201105183216},
  year      = {2010},
  abstract  = {Im vorliegenden Beitrag wird ein Framework f{\"u}r ein verteiltes dynamisches Produktmodell (FREAC) vorgestellt, welches der experimentellen Softwareentwicklung dient. Bei der Entwicklung von FREAC wurde versucht, folgende Eigenschaften umzusetzen, die bei herk{\"o}mmlichen Systemen weitgehend fehlen: Erstens eine hohe Flexibilit{\"a}t, also eine m{\"o}glichst hohe Anpassbarkeit f{\"u}r unterschiedliche Fachdisziplinen; Zweitens die M{\"o}glichkeit, verschiedene Tools nahtlos miteinander zu verkn{\"u}pfen; Drittens die verteilte Modellbearbeitung in Echtzeit; Viertens das Abspeichern des gesamten Modell-Bearbeitungsprozesses; F{\"u}nftens eine dynamische Erweiterbarkeit sowohl f{\"u}r Softwareentwickler, als auch f{\"u}r die Nutzer der Tools. Die Bezeichnung FREAC umfasst sowohl das Framework zur Entwicklung und Pflege eines Produktmodells (FREAC-Development) als auch die entwickelten Tools selbst (FREAC-Tools).},
  subject      = {CAD},
  language  = {de}
}
@article{Koenig2010,
  author    = {K{\"o}nig, Reinhard},
  title     = {Generative Planungsmethoden aus strukturalistischer Perspektive},
  doi       = {10.25643/bauhaus-universitaet.811},
  url       = {http://nbn-resolving.de/urn:nbn:de:101:1-201105114205},
  year      = {2010},
  abstract  = {N{\"a}hert man sich der Frage nach den Zusammenh{\"a}ngen zwischen Strukturalismus und generativen algorithmischen Planungsmethoden, so ist zun{\"a}chst zu kl{\"a}ren, was man unter Strukturalismus in der Architektur versteht. Allerdings gibt es letztlich keinen verbindlichen terminologischen Rahmen, innerhalb dessen sich eine solche Kl{\"a}rung vollziehen k{\"o}nnte. Strukturalismus in der Architektur wird oftmals auf ein formales Ph{\"a}nomen und damit auf eine Stilfrage reduziert. Der vorliegende Text will sich nicht mit Stilen und Ph{\"a}nomenen strukturalistischer Architektur auseinandersetzen, sondern konzentriert sich auf die Betrachtung strukturalistischer Entwurfsmethoden und stellt Bez{\"u}ge her zu algorithmischen Verfahren, wobei das Zusammenspiel zwischen regelgeleitetem und intuitivem Vorgehen beim Entwerfen herausgearbeitet wird.},
  subject      = {Strukturalismus},
  language  = {de}
}
@phdthesis{Daube2010,
  author    = {Daube, Dirk},
  title     = {Public Private Partnership (PPP) f{\"u}r Immobilien {\"o}ffentlicher Krankenh{\"a}user - Entwicklung eines PPP-Eignungstests als Entscheidungshilfe f{\"u}r kommunale Krankenh{\"a}user und Universit{\"a}tsklinika},
  isbn      = {978-3-86068-439-9},
  doi       = {10.25643/bauhaus-universitaet.4},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110309-15369},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {Public Private Partnership (PPP) setzt sich zunehmend als alternative Beschaffungsvariante f{\"u}r die {\"o}ffentliche Hand durch. Im Krankenhausbereich bestehen erste Erfahrungen mit PPP, allerdings kann hier im Gegensatz zu anderen {\"o}ffentlichen Bereichen noch nicht von einer Etablierung gesprochen werden. In vielen Krankenh{\"a}usern besteht Unklarheit {\"u}ber dieses neue Organisationskonzept. Was steckt hinter diesem Begriff, der teilweise synonym zur „Privatisierung" verwendet wird? Ausgehend von dieser Fragestellung wird in der vorliegenden Arbeit gezeigt, dass PPP bei richtiger Anwendung eine Alternative zum Verkauf eines {\"o}ffentlichen Krankenhauses darstellt. PPP ist ein Instrument, mit dem privates Know-how und Kapital f{\"u}r den {\"o}ffentlichen Krankenhaustr{\"a}ger nutzbar gemacht wird. Die {\"o}ffentliche Tr{\"a}gerschaft des Krankenhauses bleibt dabei, im Gegensatz zu einer materiellen Privatisierung, erhalten. Die Rahmenbedingungen des Gesundheitswesens stellen insbesondere die {\"o}ffentlichen Krankenh{\"a}user vor große Herausforderungen. Die Lage ist zunehmend gepr{\"a}gt von Mittelknappheit, Sanierungsstau und stetig steigendem Wettbewerbsdruck um die Patienten. Die Reformbem{\"u}hungen der Bundesregierung zur Senkung der Gesundheitsausgaben haben in den letzten Jahrzehnten zu immer neuen Gesetzesregelungen in immer k{\"u}rzeren Zeitabst{\"a}nden gef{\"u}hrt. Den bisher letzten großen Schritt in dieser Entwicklung stellt die Umstellung der Krankenhausverg{\"u}tung auf DRG-Fallpauschalen dar. Die Auswirkungen sind insbesondere in den {\"o}ffentlichen Krankenh{\"a}usern zu sp{\"u}ren. Defizit{\"a}re Einrichtungen, die bisher durch Subventionen gest{\"u}tzt wurden, werden nun nicht mehr „k{\"u}nstlich am Leben" erhalten. Alle Krankenh{\"a}user erhalten eine leistungsorientierte Verg{\"u}tung, weitgehend unabh{\"a}ngig von den krankenhausspezifisch anfallenden Kosten. Durch diese Entwicklungen wurde das Bestreben in den Krankenh{\"a}user, die internen Leistungsprozesse zu optimieren, weiter forciert. Dabei kommt den mit der Geb{\"a}udesubstanz verbundenen Leistungen eine besondere Bedeutung zu. Aufgrund hoher Investitionskosten und bedeutender Aufwendungen in der Nutzungsphase erreichen die nicht-medizinischen Leistungen in einem Krankenhaus einen beachtlichen Anteil an den Gesamtkosten. Fast ein Drittel der Krankenhaus-Kosten steht nicht in direkter Beziehung zum Heilungsprozess. In Deutschland macht dieser Anteil der nicht-medizinischen Abl{\"a}ufe j{\"a}hrlich rd. 18 Mrd. Euro aus. Das Optimierungspotenzial des nicht-medizinischen Leistungsbereichs, der auch die bau- und immobilienwirtschaftlichen Leistungen umfasst, wird bisher oft noch untersch{\"a}tzt und ist in den meisten F{\"a}llen noch nicht ausgesch{\"o}pft. Allein schon aufgrund dessen finanzieller Bedeutung bedarf es einer verst{\"a}rkten wissenschaftlichen Auseinandersetzung. Dieser Notwendigkeit ist bisher noch unzureichend Rechnung getragen wurden. Die vorliegende Arbeit will mit der Erforschung der Anwendbarkeit von PPP f{\"u}r Krankenaus-Immobilien einen Beitrag dazu leisten, diese L{\"u}cke zu schließen. Mit dieser f{\"u}r den deutschen Krankenhausbereich neuartigen Beschaffungsvariante wird ein Weg aufgezeigt, wie bei den nicht-medizinischen Leistungen nachhaltig Effizienzpotenziale erschlossen werden k{\"o}nnen und auf diese Weise ein Beitrag zum wirtschaftlichen Erfolg des gesamten Krankenhauses erzielt werden kann.},
  subject      = {Public Private Partnership},
  language  = {de}
}
@phdthesis{Dahl2010,
  author    = {Dahl, Alexander},
  title     = {Ber{\"u}cksichtigung externer Kosten bei der Ermittlung von Straßenbenutzungsgeb{\"u}hren auf deutschen Autobahnen},
  isbn      = {978-3-86068-434-4},
  doi       = {10.25643/bauhaus-universitaet.1447},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110221-15343},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {Seit 1969 werden f{\"u}r die Bundesrepublik kontinuierlich Berechnungen zu den Gesamtkosten des Straßenverkehrs der Bundesfernstraßen und deren Verteilung auf die Verkehrsteilnehmer durchgef{\"u}hrt. Die Ergebnisse der Wegekostenrechnungen der Jahre 2002 und 2007 sind die Grundlage f{\"u}r die mittlerweile f{\"u}r das deutsche Autobahnnetz eingef{\"u}hrte fahrleistungsbezogene Benutzungsgeb{\"u}hr f{\"u}r Lkw mit einem zul{\"a}ssigen Gesamtgewicht von mindestens zw{\"o}lf Tonnen. Damit wird die Forderung der EU-Richtlinie 1999/62/EG umgesetzt, nach der sich die durchschnittlichen Straßenbenutzungsgeb{\"u}hren an den Kosten f{\"u}r den Bau, den Betrieb und den Ausbau des betreffenden Verkehrswegenetzes orientieren sollen. Mit der EU-Richtlinie 2006/38/EG k{\"u}ndigt sich die weitere Entwicklung bei der Berechnung von Straßenbenutzungsgeb{\"u}hren an. Zuk{\"u}nftig sollen auch externe Kosten in die Berechnung einfließen. Ein erster Schritt zur Ber{\"u}cksichtigung dieser externen Kosten erfolgte mit Erstellung eines Handbuchs im Rahmen eines EU-Forschungsprojektes. Das Handbuch enth{\"a}lt aufgrund der unterschiedlichen Rahmenbedingungen in den Mitgliedsstaaten der EU keine exakten Berechnungsvorschriften, sondern stellt verschiedene methodische Ans{\"a}tze bisher durchgef{\"u}hrter Studien zu externen Kosten vor, gibt Empfehlungen hinsichtlich der Methodenwahl und beinhaltet Sch{\"a}tzungen {\"u}ber die H{\"o}he der externen Kosten. Die im europ{\"a}ischen Raum in den vergangenen Jahren durchgef{\"u}hrten Studien zur Ermittlung externer Kosten des Verkehrs zeichnen sich durch einander {\"a}hnelnde Vorgehensweisen aus, die aber vor allem hinsichtlich der Kostenrechnungsart und der verwendeten Kostens{\"a}tze aus Sicht des Verfassers der vorliegenden Arbeit kritische Aspekte aufweisen. In der vorliegenden Dissertationsschrift wird daher eine alternative Berechnungsmethodik zur Ermittlung abschnitts-, fahrzeugklassen- und fahrleistungsbezogener externer Kosten f{\"u}r Autobahnen entwickelt und an einem ausgew{\"a}hlten Beispielnetz zur Anwendung gebracht. Dabei wird in einigen wesentlichen Punkten von der in aktuellen Studien {\"u}berwiegend gew{\"a}hlten Vorgehensweise abgewichen, um eine andere Sichtweise darzustellen. Damit tr{\"a}gt die vorliegende Arbeit substanziell zur Erweiterung des Erkenntnisstands zu Berechnungsmethoden externer Kosten des Straßenverkehrs bei. Die hier entwickelte Berechnungsmethodik ist außerdem als Grundlage f{\"u}r ein in der Praxis anwendbares Verfahren zu verstehen und zeichnet sich auch daher durch eine einfach zu handhabende {\"U}bertragbarkeit auf das gesamte Autobahnnetz Deutschlands aus. Die Abschnitte entsprechen den Teilstrecken zwischen zwei Autobahnanschlussstellen. Es wird zwischen den beiden Fahrzeugklassen "Lkw ab 12 t zul{\"a}ssigem Gesamtgewicht" und "Sonstigen Fahrzeugen" unterschieden. Obwohl momentan nur eine Benutzungsgeb{\"u}hr f{\"u}r Lkw ab 12 t zul{\"a}ssigem Gesamtgewicht erhoben wird, ist es mit der entwickelten Methodik m{\"o}glich, fahrleistungsbezogene externe Kosten f{\"u}r alle Kfz angeben zu k{\"o}nnen. Die Einbeziehung externer Nutzen wird in diesem Zusammenhang andiskutiert; der Schwerpunkt liegt allerdings auf den externen Kosten. Im Rahmen der Arbeit werden zun{\"a}chst Definitionen wesentlicher Terminologien dargestellt, soweit diese f{\"u}r das Verst{\"a}ndnis der sich anschließenden Diskussion und Festlegung der Grundlagen der entwickelten Berechnungsmethodik notwendig erscheinen. Diese Diskussion und Festlegung umfasst die Bereiche Kostenrechnungsart, Bewertungsverfahren zur Ermittlung des Werteger{\"u}sts, Diskontrate, zu betrachtende Kostenbereiche, Mengenger{\"u}st und Allokationsrechnung. Darauf folgend werden die betrachteten Kostenbereiche anhand vorliegender Studien und eigener {\"U}berlegungen detailliert dargestellt und das Werteger{\"u}st bestimmt. Außerdem wird die Allokationsrechnung und das f{\"u}r die Berechnung heranzuziehende Mengenger{\"u}st f{\"u}r jeden Bereich separat vorgestellt. Anschließend wird die entwickelte Berechnungsmethodik auf ein Beispielnetz (Autobahnnetz Th{\"u}ringen) angewendet. Neben der Vorstellung des Untersuchungsgebiets, der Berechnung der externen Kosten und der disaggregierten Ergebnisdarstellung wird die Einteilung des Beispielnetzes in unterschiedliche Preiskategorien auf der Grundlage der abschnittsbezogen vorliegenden Ergebnisse diskutiert, auf deren Basis die externen Kosten {\"u}ber Straßenbenutzungsgeb{\"u}hren internalisiert werden k{\"o}nnten. Im Rahmen einer Sensitivit{\"a}tsanalyse werden einzelne Annahmen der Berechnungsmethodik bzw. Kostens{\"a}tze des Werteger{\"u}sts variiert. Die Auswirkungen dieser Variationen werden wiederum am Beispielnetz, f{\"u}r das erneute Kostenberechnungen vorgenommen werden, dargelegt. Abschließend werden offen gebliebene Fragestellungen und Empfehlungen f{\"u}r weitere Untersuchungen benannt.},
  subject      = {Soziale Kosten},
  language  = {de}
}
@misc{Nolde2010,
  type      = {Master Thesis},
  author    = {Nolde, Hendrik},
  title     = {Imagebildung in Gebieten des Programms „Soziale Stadt" am Beispiel von Jena-Winzerla},
  isbn      = {978-3-639-32687-1},
  doi       = {10.25643/bauhaus-universitaet.1446},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110218-15351},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {Das Bund-L{\"a}nder-Programm "Soziale Stadt" hat die Aufgabe, Stadtteile mit besonderem Entwicklungsbedarf zu f{\"o}rdern. Das negative Image ist einerseits Ursache, andererseits auch Folge von sozialen und st{\"a}dtebaulichen Problemlagen und Entwicklungen im Stadtteil. Diese Abw{\"a}rtsspirale soll durch das Programm aufgebrochen werden. Der Autor n{\"a}hert sich interdisziplin{\"a}r dem Imagebegriff an und zeigt die Auswirkungen des Programms "Soziale Stadt" auf die Großwohnsiedlung Jena-Winzerla. Die Studie erfasst anhand des semantischen Differentials das Image im Stadtteil, wie es von den Bewohnern beurteilt wird und vergleicht es mit der Sicht von Außen. Der Einfluß des Programms auf das Image wird durch Experteninterviews beleuchtet. Das Beispiel eigt die Entwicklungen, die das Programm "Soziale Stadt" bewirken kann. Es werden aber auch Grenzen deutlich. Vor diesem Hintergrund werden abschließend {\"U}berlegungen angestellt, in welche Richtungen die Entwicklungen innerhalb des F{\"o}rderprogramms gelenkt werden sollten, um das Image nachhaltig zu verbessern und betroffene Stadtteile ad{\"a}quat zu f{\"o}rdern.},
  subject      = {Soziale Stadt <F{\"o}rderungsprogramm>},
  language  = {de}
}
@phdthesis{GondranCarvalhodaSilva2010,
  author    = {Gondran Carvalho da Silva, Adriana},
  title     = {Make-up Urbanism: the gap between promise and performance of Florian{\´o}polis (Brazil)},
  doi       = {10.25643/bauhaus-universitaet.1444},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110118-15317},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {In the last two decades, many cities have faced changes in their economic basis and therefore adopted an entrepreneurial approach in the municipal administration accompanied by city marketing strategies. Brazilian cities have also adopted this approach, like the case of Florian{\´o}polis. Florian{\´o}polis has promoted advertising campaigns on the natural resources of the Island of Santa Catarina as well as on its quality of life in comparison to other cities. However, due also to such campaigns, it has experienced a great demographic growth and, consequently, infrastructural and social problems. Nevertheless, it seems to have a good image within the national urban scenario and has been commonly considered an "urban consumption dream" for many Brazilians. This paradoxical situation is the reason why it has been chosen as the research object in this dissertation. Thus, the questions of this research are: is there a gap between the promise and the performance of the city of Florian{\´o}polis? If so, can tourists and residents recognize it? And finally, how can this gap be demonstrated? Accordingly, the main objective of this research is to propose a conformity assessment approach applicable to cities, by which the content of city advertisement campaigns can be compared to its performance indicators and satisfaction degree of its consumers. Therefore, this approach is composed by different methods: literature and legislation reviews, semi-structured and structured interviews with experts and inhabitants, an urban centrality development analysis, a qualitative discourse analysis of advertising material (including images), a qualitative content analysis of newspaper reports and a questionnaire survey. Finally, the theses are: yes, there is a gap between promise and performance of Florian{\´o}polis; this promise is a result of city marketing campaigns which advertise its natural features and at the same time hiding its urban aspects, supported by some political and private actors, mainly interested in the development of tourism and real estate market in the city; this gap has been already recognized by tourists and more intensively by residents; the selected methods worked as a kind of conformity assessment for cities and tourist destinations; and last but not least, since there is a gap, it designates the practice of "make-up urbanism". Research limitations are the short time frame covered by this analysis and small and non-representative samples. However, its relevance lies in the attempt to fill in two disciplinary lacunas: a conformity assessment approach for cities and the creation of knowledge about Florian{\´o}polis and its further presentation at an international level, on the one hand. On the other hand, the transfer of this approach to other cities would help explaining a (common) contemporary urban phenomenon and appeal for more ethical conduct and transparency in the practices of city marketing.},
  subject      = {Stadtmarketing},
  language  = {en}
}
@phdthesis{Henning2010,
  author    = {Henning, Victor},
  title     = {Hedonic Consumer Decision Making And Implications For The Marketing Of Media Goods},
  doi       = {10.25643/bauhaus-universitaet.1441},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20101214-15290},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2010},
  abstract  = {This cumulative dissertation investigates aspects of consumer decision making in hedonic contexts and its implications for the marketing of media goods through a series of three empirical studies. All three studies take place within a common theoretical framework of decision making models, applying parts of the framework in novel ways to solve real-world marketing research problems (study 1 and 2), and examining theoretical relationships between variables within of the framework (study 3). One notable way in which the studies differ is their theoretical treatment of the hedonic component of decision making, i.e. the role and conceptualization of emotions.},
  subject      = {Gef{\"u}hl},
  language  = {en}
}