@phdthesis{Shahraki,
  author    = {Shahraki, Mojtaba},
  title     = {Numerical Analysis of Soil Behavior and Stone Columns Effects on the Railway Track},
  doi       = {10.25643/bauhaus-universitaet.4015},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191111-40159},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  abstract  = {Railway systems are highly competitive compared with other means of transportation because of their distinct advantages in speed, convenience and safety. Therefore, the demand for railway transportation is increasing around the world. Constructing railway tracks and related engineering structures in areas with loose or soft cohesive subgrade usually leads to problems, such as excessive settlement, deformation and instability. Several remedies have been proposed to avoid or reduce such problems, including the replacement of soft soil and the construction of piles or stone columns. This thesis aims to expand the geotechnical knowledge of how to improve subgrade ballasted railway tracks, using stone columns and numerical modeling for the railway infrastructure. Three aspects are considered: i) railway track dynamics modeling and validation by field measurements, ii) modeling and parametric studies on stone columns, and iii) studies on the linear and non-linear behavior of stone columns under the dynamic load of trains. The first step of this research was to develop a reliable numerical model of a railway track. The finite element method in a time domain was used for either a 2D plane strain or 3D analysis. Individual methods for modeling a train load in 2D and 3D were implemented and are discussed in this thesis. The developed loading method was validated with three different railway tracks using obtained vibration measurements. Later, these numerical models were used to analyze the influence of stone column length and train speed in the stress field. The performance of the treated ground depends on various parameters, such as the strength of stone columns, spacing, length and diameter of the columns. Therefore, the second step was devoted to a parameter study of stone columns as a unit cell with an axisymmetric condition. The results showed that even short stone columns were effective for settlement reduction, and area of replacement was the main influential parameter in their performance. The third part of this thesis focuses on a hypothetical railway-track response to the passage of various train speeds and the influence of stone-column length. The stress-strain response of subgrade is analyzed under either an elastic-perfectly plastic or advanced constitutive model. The non-linear soil response in the finite element method and the impact of train speed and stone column length on railway tracks are also evaluated. Moreover, the reductions of induced vibration - in both a horizontal and a vertical direction - after improvement are investigated.},
  subject      = {Eisenbahn},
  language  = {en}
}
@misc{Bendalla,
  type      = {Master Thesis},
  author    = {Bendalla, Abdulmagid Sedig Khalafallah},
  title     = {Nonlinear Numerical Modelling of Cable Elements in Bridges for Dynamic Analysis},
  doi       = {10.25643/bauhaus-universitaet.3994},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191007-39940},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {107},
  abstract  = {Identifying cable force with vibration-based methods has become widely used in engineering practice due to simplicity of application. The string taut theory provides a simple definition of the relationship between natural frequencies and the tension force of a cable. However, this theory assumes a perfectly flexible non-sagging cable pinned at its ends. These assumptions do not reflect all cases, especially when the cable is short, under low tension forces or the supports are partially flexible. Extradosed bridges, which are distinguished from cable-stayed bridges by their low pylon height, have shorter cables. Therefore the application of the conventional string taut theory to identify cable forces on extradosed bridge cables might be inadequate to identify cable forces. In this work, numerical modelling of an extradosed bridge cable saddled on a circular deviator at pylon is conducted. The model is validated with the catenary analytical solution and its static and dynamic behaviours are studied. The effect of a saddle support is found to positively affect the cable stiffness by geometric means; longer saddle radius increases the cable stiffness by suppressing the deformations near the saddle. Further, accounting the effects of bending stiffness in the numerical model by using beam elements show considerable deviation from models with truss elements (i.e. zero bending stiffness). This deviation is manifested when comparing the static and dynamic properties. This motivates a more thorough study of bending stiffness effects on short cables. Bending stiffness effects are studied using two rods connected with several springs along their length. Under bending moments, the springs resist the rods' relative axial displacement by the springs' transverse component. This concept is used to identify bending stiffness values by utilizing the parallel axis theorem to quantify ratios of the second moment of area. These ratios are calculated based on the setup of the springs (e.g. number of springs per unit length, transverse stiffness, etc...). The numerical model based on this concept agrees well with the theoretical values computed using upper and lower bounds of the parallel axis theorem. The proposed concept of quantifying ratios of the second moment of area using springs as connection between cable rods is applied on an actual extradosed bridge geometry. The model is examined by comparison to the previously validated global numerical model. The two models showed good correlation under various changing parameters. This allowed further study of the effects of stick/slip behaviour between cable rods on an actual bridge geometry.},
  subject      = {Kabel},
  language  = {en}
}
@inproceedings{VilceanuAbrahamczykMorgenthal,
  author    = {V{\^i}lceanu, Victor and Abrahamczyk, Lars and Morgenthal, Guido},
  title     = {Nonlinear Analysis of Structures: Wind Induced Vibrations},
  doi       = {10.25643/bauhaus-universitaet.4033},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191122-40337},
  pages     = {183},
  abstract  = {The proceedings at hand are the result of the International Master Course Module: "Nonlinear Analysis of Structures: Wind Induced Vibrations" held at the Faculty of Civil Engineering at Bauhaus-University Weimar, Germany in the summer semester 2019 (April - August). This material summarizes the results of the project work done throughout the semester, provides an overview of the topic, as well as impressions from the accompanying programme. Wind Engineering is a particular field of Civil Engineering that evaluates the resistance of structures caused by wind loads. Bridges, high-rise buildings, chimneys and telecommunication towers might be susceptible to wind vibrations due to their increased flexibility, therefore a special design is carried for this aspect. Advancement in technology and scientific studies permit us doing research at small scale for more accurate analyses. Therefore scaled models of real structures are built and tested for various construction scenarios. These models are placed in wind tunnels where experiments are conducted to determine parameters such as: critical wind speeds for bridge decks, static wind coefficients and forces for buildings or bridges. The objective of the course was to offer insight to the students into the assessment of long-span cable-supported bridges and high-rise buildings under wind excitation. The participating students worked in interdisciplinary teams to increase their knowledge in the understanding and influences on the behaviour of wind-sensitive structures.},
  subject      = {Ingenieurbau},
  language  = {en}
}
@phdthesis{Krueger,
  author    = {Kr{\"u}ger, Arvid},
  title     = {Neue Steuerungsmodelle der Stadterneuerung - … und daraus folgende Anforderungen an die St{\"a}dtebauf{\"o}rderung, die Kommunen und die gemeinn{\"u}tzige Wohnungswirtschaft},
  doi       = {10.25643/bauhaus-universitaet.3997},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191105-39976},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {384},
  abstract  = {Großsiedlungen sind nicht nur ein Erbe der Moderne, sondern seit {\"u}ber drei Jahrzehnten Gegenstand der Stadterneuerung. Dieses Buch er{\"o}rtert, was eine heute „normale" Großsiedlung stadtplanerisch ben{\"o}tigt und welche stadtentwicklungs- als auch wohnungspolitisch gesteuerten Ressourcen in einer integrierten Planungssteuerung geb{\"u}ndelt werden sollten. Dabei wird das grunds{\"a}tzliche Planungsinstrument des Quartiersmanagements aktualisiert - {\"u}ber den Gegenstand Großsiedlungen hinaus.},
  subject      = {Stadtplanung},
  language  = {de}
}
@techreport{BuschowWellbrock,
  author    = {Buschow, Christopher and Wellbrock, Christian-Mathias},
  title     = {Money for nothing and content for free? Zahlungsbereitschaft f{\"u}r digitaljournalistische Inhalte},
  organization    = {Landesanstalt f{\"u}r Medien NRW},
  doi       = {10.25643/bauhaus-universitaet.4016},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191111-40168},
  pages     = {42},
  abstract  = {Frei nach dem Motto "Money for nothing and content for free" werden tagesaktuelle Informationen ebenso wie aufw{\"a}ndig recherchierte Reportagen im Digitalen vornehmlich kostenfrei genutzt. Wie k{\"o}nnen journalistische Angebote sich also nachhaltig refinanzieren? Die vorliegende Studie stellt Nutzerinnen und Nutzer in den Mittelpunkt. Sie fragt nach den Gr{\"u}nden f{\"u}r fehlende Zahlungsbereitschaft sowie danach, warum und wof{\"u}r gezahlt wird. Außerdem gibt sie Medienschaffenden konkrete Handlungsempfehlungen, um ihre journalistischen Produkte ansprechend zu gestalten und so die Zahlungsbereitschaft von Leserinnen und Lesern zu steigern.},
  subject      = {Neue Medien},
  language  = {de}
}
@techreport{BuschowWellbrock,
  author    = {Buschow, Christopher and Wellbrock, Christian-Mathias},
  title     = {Money for nothing and content for free? Willingness to pay for digital journalism},
  organization    = {Landesanstalt f{\"u}r Medien NRW},
  doi       = {10.25643/bauhaus-universitaet.4017},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191111-40175},
  pages     = {21},
  abstract  = {True to the motto "Money for nothing and content for free", both up-to-date information and thoroughly researched reporting are principally used free of charge in their digital forms. Considering this, how can journalism be funded sustainably? This study focuses on users and investigates the reasons for their lack of willingness to pay for content, as well as what they do pay for, and why.},
  subject      = {Neue Medien},
  language  = {en}
}
@phdthesis{Kessler2018,
  author    = {Keßler, Andrea},
  title     = {Matrix-free voxel-based finite element method for materials with heterogeneous microstructures},
  doi       = {10.25643/bauhaus-universitaet.3844},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190116-38448},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {113},
  year      = {2018},
  abstract  = {Modern image detection techniques such as micro computer tomography (μCT), magnetic resonance imaging (MRI) and scanning electron microscopy (SEM) provide us with high resolution images of the microstructure of materials in a non-invasive and convenient way. They form the basis for the geometrical models of high-resolution analysis, so called image-based analysis. However especially in 3D, discretizations of these models reach easily the size of 100 Mill. degrees of freedoms and require extensive hardware resources in terms of main memory and computing power to solve the numerical model. Consequently, the focus of this work is to combine and adapt numerical solution methods to reduce the memory demand first and then the computation time and therewith enable an execution of the image-based analysis on modern computer desktops. Hence, the numerical model is a straightforward grid discretization of the voxel-based (pixels with a third dimension) geometry which omits the boundary detection algorithms and allows reduced storage of the finite element data structure and a matrix-free solution algorithm. This in turn reduce the effort of almost all applied grid-based solution techniques and results in memory efficient and numerically stable algorithms for the microstructural models. Two variants of the matrix-free algorithm are presented. The efficient iterative solution method of conjugate gradients is used with matrix-free applicable preconditioners such as the Jacobi and the especially suited multigrid method. The jagged material boundaries of the voxel-based mesh are smoothed through embedded boundary elements which contain different material information at the integration point and are integrated sub-cell wise though without additional boundary detection. The efficiency of the matrix-free methods can be retained.},
  subject      = {Dissertation},
  language  = {en}
}
@book{PfleidererZaddach,
  author    = {Pfleiderer, Martin and Zaddach, Wolf-Georg},
  title     = {Jazzforschung heute},
  editor    = {Pfleiderer, Martin and Zaddach, Wolf-Georg},
  publisher = {Edition EMVAS},
  address   = {Berlin},
  isbn      = {978-3-9817865-3-8},
  doi       = {10.25643/bauhaus-universitaet.3868},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190604-38682},
  publisher      = {Hochschule f{\"u}r Musik FRANZ LISZT},
  pages     = {320},
  abstract  = {Die internationale Jazzforschung hat sich in den vergangenen Jahrzehnten zahlreiche neue Fragestellungen und Forschungsans{\"a}tze erschlossen. So sind etwa die globalen Dimensionen des Jazz, die Rolle von Frauen im Jazz oder seine mannigfaltigen kulturellen Bedeutungen in Geschichte und Gegenwart ins Zentrum der Forschung ger{\"u}ckt. Die dreizehn Beitr{\"a}ge des Tagungsbandes widmen sich Themen, Methoden und Desideraten der gegenw{\"a}rtigen wissenschaftlichen Auseinandersetzung mit dem Jazz. Zudem werden Perspektiven des k{\"u}nstlerischen Forschens im Jazz und der Ausbildung von Jazzmusikern und -forschern diskutiert.},
  subject      = {Jazz},
  language  = {de}
}
@phdthesis{Hossain,
  author    = {Hossain, Md Naim},
  title     = {Isogeometric analysis based on Geometry Independent Field approximaTion (GIFT) and Polynomial Splines over Hierarchical T-meshes},
  doi       = {10.25643/bauhaus-universitaet.4037},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191129-40376},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {157},
  abstract  = {This thesis addresses an adaptive higher-order method based on a Geometry Independent Field approximatTion(GIFT) of polynomial/rationals plines over hierarchical T-meshes(PHT/RHT-splines). In isogeometric analysis, basis functions used for constructing geometric models in computer-aided design(CAD) are also employed to discretize the partial differential equations(PDEs) for numerical analysis. Non-uniform rational B-Splines(NURBS) are the most commonly used basis functions in CAD. However, they may not be ideal for numerical analysis where local refinement is required. The alternative method GIFT deploys different splines for geometry and numerical analysis. NURBS are utilized for the geometry representation, while for the field solution, PHT/RHT-splines are used. PHT-splines not only inherit the useful properties of B-splines and NURBS, but also possess the capabilities of local refinement and hierarchical structure. The smooth basis function properties of PHT-splines make them suitable for analysis purposes. While most problems considered in isogeometric analysis can be solved efficiently when the solution is smooth, many non-trivial problems have rough solutions. For example, this can be caused by the presence of re-entrant corners in the domain. For such problems, a tensor-product basis (as in the case of NURBS) is less suitable for resolving the singularities that appear since refinement propagates throughout the computational domain. Hierarchical bases and local refinement (as in the case of PHT-splines) allow for a more efficient way to resolve these singularities by adding more degrees of freedom where they are necessary. In order to drive the adaptive refinement, an efficient recovery-based error estimator is proposed in this thesis. The estimator produces a recovery solution which is a more accurate approximation than the computed numerical solution. Several two- and three-dimensional numerical investigations with PHT-splines of higher order and continuity prove that the proposed method is capable of obtaining results with higher accuracy, better convergence, fewer degrees of freedom and less computational cost than NURBS for smooth solution problems. The adaptive GIFT method utilizing PHT-splines with the recovery-based error estimator is used for solutions with discontinuities or singularities where adaptive local refinement in particular domains of interest achieves higher accuracy with fewer degrees of freedom. This method also proves that it can handle complicated multi-patch domains for two- and three-dimensional problems outperforming uniform refinement in terms of degrees of freedom and computational cost.},
  subject      = {Finite-Elemente-Methode},
  language  = {en}
}
@phdthesis{Beck,
  author    = {Beck, Stephan},
  title     = {Immersive Telepresence Systems and Technologies},
  doi       = {10.25643/bauhaus-universitaet.3856},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190218-38569},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {149},
  abstract  = {Modern immersive telepresence systems enable people at different locations to meet in virtual environments using realistic three-dimensional representations of their bodies. For the realization of such a three-dimensional version of a video conferencing system, each user is continuously recorded in 3D. These 3D recordings are exchanged over the network between remote sites. At each site, the remote recordings of the users, referred to as 3D video avatars, are seamlessly integrated into a shared virtual scenery and displayed in stereoscopic 3D for each user from his or her perspective. This thesis reports on algorithmic and technical contributions to modern immersive telepresence systems and presents the design, implementation and evaluation of the first immersive group-to-group telepresence system in which each user is represented as realistic life-size 3D video avatar. The system enabled two remote user groups to meet and collaborate in a consistent shared virtual environment. The system relied on novel methods for the precise calibration and registration of color- and depth- sensors (RGBD) into the coordinate system of the application as well as an advanced distributed processing pipeline that reconstructs realistic 3D video avatars in real-time. During the course of this thesis, the calibration of 3D capturing systems was greatly improved. While the first development focused on precisely calibrating individual RGBD-sensors, the second stage presents a new method for calibrating and registering multiple color and depth sensors at a very high precision throughout a large 3D capturing volume. This method was further refined by a novel automatic optimization process that significantly speeds up the manual operation and yields similarly high accuracy. A core benefit of the new calibration method is its high runtime efficiency by directly mapping from raw depth sensor measurements into an application coordinate system and to the coordinates of its associated color sensor. As a result, the calibration method is an efficient solution in terms of precision and applicability in virtual reality and immersive telepresence applications. In addition to the core contributions, the results of two case studies which address 3D reconstruction and data streaming lead to the final conclusion of this thesis and to directions of future work in the rapidly advancing field of immersive telepresence research.},
  subject      = {Virtuelle Realit{\"a}t},
  language  = {en}
}
@misc{OPUS4-6370,
  title     = {Gemeinwohlbilanz Fragenleitfaden. Kampagne 2019},
  organization    = {Ajuntament de Barcelona},
  doi       = {10.25643/bauhaus-universitaet.6370},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20230523-63706},
  pages     = {45},
  abstract  = {In diesem Dokument gehen wir den gesamten Fragebogen f{\"u}r die vollst{\"a}ndige Gemeinwohlbilanz (kurz GB, katalanisch Balan{\c{c}} Comunitari bzw. BC) Frage f{\"u}r Frage durch und erkl{\"a}ren, was mit jeder einzelnen Frage gemeint ist und welche Informationen anzugeben sind. Es wird daher sehr empfohlen, vor dem Ausf{\"u}llen des Fragebogens in der App einen Blick auf den gesamten Fragenkatalog zu werfen, weil dies die Erhebung der Daten und die Verteilung der Aufgaben auf die verschiedenen mit der Erstellung der GB befassten Personen erleichtert. Die GB ist ein Selbstevaluierungstool, mit dem Organisationen ihre T{\"a}tigkeit unter Umwelt-, Sozial- und Governance-Aspekten bewerten k{\"o}nnen.},
  subject      = {Gemeinwohl},
  language  = {de}
}
@phdthesis{AlYasiri2017,
  author    = {Al-Yasiri, Zainab Riyadh Shaker},
  title     = {Function Theoretic Methods for the Analytical and Numerical Solution of Some Non-linear Boundary Value Problems with Singularities},
  doi       = {10.25643/bauhaus-universitaet.3898},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190506-38987},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {164},
  year      = {2017},
  abstract  = {The p-Laplace equation is a nonlinear generalization of the well-known Laplace equation. It is often used as a model problem for special types of nonlinearities, and therefore it can be seen as a bridge between very general nonlinear equations and the linear Laplace equation, too. It appears in many problems for instance in the theory of non-Newtonian fluids and fluid dynamics or in rockfill dam problems, as well as in special problems of image restoration and image processing. The aim of this thesis is to solve the p-Laplace equation for 1 < p < 2, as well as for 2 < p < 3 and to find strong solutions in the framework of Clifford analysis. The idea is to apply a hypercomplex integral operator and special function theoretic methods to transform the p-Laplace equation into a p-Dirac equation. We consider boundary value problems for the p-Laplace equation and transfer them to boundary value problems for a p-Dirac equation. These equations will be solved iteratively by applying Banach's fixed-point principle. Applying operator-theoretical methods for the p-Dirac equation, the existence and uniqueness of solutions in certain Sobolev spaces will be proved. In addition, using a finite difference approach on a uniform lattice in the plane, the fundamental solution of the Cauchy-Riemann operator and its adjoint based on the fundamental solution of the Laplacian will be calculated. Besides, we define gener- alized discrete Teodorescu transform operators, which are right-inverse to the discrete Cauchy-Riemann operator and its adjoint in the plane. Furthermore, a new formula for generalized discrete boundary operators (analogues of the Cauchy integral operator) will be considered. Based on these operators a new version of discrete Borel-Pompeiu formula is formulated and proved. This is the basis for an operator calculus that will be applied to the numerical solution of the p-Dirac equation. Finally, numerical results will be presented showing advantages and problems of this approach.},
  subject      = {Finite-Differenzen-Methode},
  language  = {en}
}
@inproceedings{AbrahamczykSchwarz,
  author    = {Abrahamczyk, Lars and Schwarz, Jochen},
  title     = {Forecast Engineering: From Past Design to Future Decision 2018},
  doi       = {10.25643/bauhaus-universitaet.4036},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191126-40364},
  pages     = {112},
  abstract  = {Institute of Structural Engineering, Institute of Structural Mechanics, as well as Institute for Computing, Mathematics and Physics in Civil Engineering at the faculty of civil engineering at the Bauhaus-Universit{\"a}t Weimar presented special topics of structural engineering to highlight the broad spectrum of civil engineering in the field of modeling and simulation. The summer course sought to impart knowledge and to combine research with a practical context, through a challenging and demanding series of lectures, seminars and project work. Participating students were enabled to deal with advanced methods and its practical application. The extraordinary format of the interdisciplinary summer school offers the opportunity to study advanced developments of numerical methods and sophisticated modelling techniques in different disciplines of civil engineering for foreign and domestic students, which go far beyond traditional graduate courses. The proceedings at hand are the result from the Bauhaus Summer School course: Forecast Engineering held at the Bauhaus-Universit{\"a}t Weimar, 2018. It summarizes the results of the conducted project work, provides the abstracts/papers of the contributions by the participants, as well as impressions from the accompanying programme and organized cultural activities.},
  subject      = {Proceedings},
  language  = {en}
}
@inproceedings{AbrahamczykSchwarz,
  author    = {Abrahamczyk, Lars and Schwarz, Jochen},
  title     = {Forecast Engineering: From Past Design to Future Decision 2017},
  doi       = {10.25643/bauhaus-universitaet.4034},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20191122-40344},
  pages     = {221},
  abstract  = {The design of engineering structures takes place today and in the past on the basis of static calculations. The consideration of uncertainties in the model quality becomes more and more important with the development of new construction methods and design requirements. In addition to the traditional forced-based approaches, experiences and observations about the deformation behavior of components and the overall structure under different exposure conditions allow the introduction of novel detection and evaluation criteria. The proceedings at hand are the result from the Bauhaus Summer School Course: Forecast Engineering held at the Bauhaus-Universit{\"a}t Weimar, 2017. It summarizes the results of the conducted project work, provides the abstracts of the contributions by the participants, as well as impressions from the accompanying programme and organized cultural activities. The special character of this course is in the combination of basic disciplines of structural engineering with applied research projects in the areas of steel and reinforced concrete structures, earthquake and wind engineering as well as informatics and linking them to mathematical methods and modern tools of visualization. Its innovative character results from the ambitious engineering tasks and advanced modeling demands.},
  subject      = {Proceedings},
  language  = {en}
}
@article{ShamshirbandJoloudariGhasemiGoletal.,
  author    = {Shamshirband, Shahaboddin and Joloudari, Javad Hassannataj and GhasemiGol, Mohammad and Saadatfar, Hamid and Mosavi, Amir and Nabipour, Narjes},
  title     = {FCS-MBFLEACH: Designing an Energy-Aware Fault Detection System for Mobile Wireless Sensor Networks},
  series = {Mathematics},
  volume    = {2020},
  journal   = {Mathematics},
  number    = {Volume 8, Issue 1, article 28},
  publisher = {MDPI},
  doi       = {10.3390/math8010028},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20200107-40541},
  pages     = {24},
  abstract  = {Wireless sensor networks (WSNs) include large-scale sensor nodes that are densely distributed over a geographical region that is completely randomized for monitoring, identifying, and analyzing physical events. The crucial challenge in wireless sensor networks is the very high dependence of the sensor nodes on limited battery power to exchange information wirelessly as well as the non-rechargeable battery of the wireless sensor nodes, which makes the management and monitoring of these nodes in terms of abnormal changes very difficult. These anomalies appear under faults, including hardware, software, anomalies, and attacks by raiders, all of which affect the comprehensiveness of the data collected by wireless sensor networks. Hence, a crucial contraption should be taken to detect the early faults in the network, despite the limitations of the sensor nodes. Machine learning methods include solutions that can be used to detect the sensor node faults in the network. The purpose of this study is to use several classification methods to compute the fault detection accuracy with different densities under two scenarios in regions of interest such as MB-FLEACH, one-class support vector machine (SVM), fuzzy one-class, or a combination of SVM and FCS-MBFLEACH methods. It should be noted that in the study so far, no super cluster head (SCH) selection has been performed to detect node faults in the network. The simulation outcomes demonstrate that the FCS-MBFLEACH method has the best performance in terms of the accuracy of fault detection, false-positive rate (FPR), average remaining energy, and network lifetime compared to other classification methods.},
  subject      = {Vernetzung},
  language  = {en}
}
@phdthesis{Strassmann,
  author    = {Straßmann, Sarah},
  title     = {Expanded Pictures: Das Handlungsgef{\"u}ge des fotografischen Bildes im Kontext von Internet und Social Media},
  doi       = {10.25643/bauhaus-universitaet.3838},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190102-38388},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {164},
  abstract  = {In der vorliegenden Arbeit wird die Bedeutung und Funktion des fotografischen Bildes und im Besonderen der Handyfotografie im Kontext von Internet und sozialen Onlinenetzwerken beschrieben, untersucht und diskutiert. Im Spannungsfeld zwischen sozialwissenschaftlichen Theorien, foto- und medientheoretischem Diskurs sowie {\"a}sthetisch k{\"u}nstlerischen Perspektiven wird ausgelotet, welche konkreten visuellen und sozialen Formen die gegenw{\"a}rtige mobile digitale Bildpraxis angenommen hat, wie sich ihre Gebrauchsweise innerhalb des globalen gesellschaftlichen Alltags darstellt, und in welcher Weise ihr spezielles Zusammenspiel aus „shooting", „uploading", „sharing" zu neuen menschlichen Handlungsmustern und zur Schaffung neuer kultureller Realit{\"a}ten beitr{\"a}gt.},
  subject      = {Digitale Fotografie},
  language  = {de}
}
@article{BielikSchneiderKuligaetal.,
  author    = {Bielik, Martin and Schneider, Sven and Kuliga, Saskia and Griego, Danielle and Ojha, Varun and K{\"o}nig, Reinhard and Schmitt, Gerhard and Donath, Dirk},
  title     = {Examining Trade-Offs between Social, Psychological, and Energy Potential of Urban Form},
  series = {ISPRS International Journal of Geo-Information},
  volume    = {2019},
  journal   = {ISPRS International Journal of Geo-Information},
  editor    = {Resch, Bernd and Szell, Michael},
  doi       = {10.3390/ijgi8020052},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190408-38695},
  abstract  = {Urban planners are often challenged with the task of developing design solutions which must meet multiple, and often contradictory, criteria. In this paper, we investigated the trade-offs between social, psychological, and energy potential of the fundamental elements of urban form: the street network and the building massing. Since formal mehods to evaluate urban form from the psychological and social point of view are not readily available, we developed a methodological framework to quantify these criteria as the first contribution in this paper. To evaluate the psychological potential, we conducted a three-tiered empirical study starting from real world environments and then abstracting them to virtual environments. In each context, the implicit (physiological) response and explicit (subjective) response of pedestrians were measured. To quantify the social potential, we developed a street network centrality-based measure of social accessibility. For the energy potential, we created an energy model to analyze the impact of pure geometric form on the energy demand of the building stock. The second contribution of this work is a method to identify distinct clusters of urban form and, for each, explore the trade-offs between the select design criteria. We applied this method to two case studies identifying nine types of urban form and their respective potential trade-offs, which are directly applicable for the assessment of strategic decisions regarding urban form during the early planning stages.},
  subject      = {Planung},
  language  = {en}
}
@phdthesis{Weitze,
  author    = {Weitze, Laura Katharina},
  title     = {Erweiterte Prozessbewertung von Biogasanlagen unter Ber{\"u}cksichtigung organoleptischer Parameter und Erfahrungswissen},
  doi       = {10.25643/bauhaus-universitaet.3849},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190129-38499},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {308},
  abstract  = {Landwirtschaftliche Biogasanlagen leisten mit ca. 9.300 Anlagen und einem Anteil von 5,3\% an der Stromerzeugung, einen Beitrag zur Erzeugung Erneuer-barer Energien in Deutschland. Die Optimierung dieser Anlagen f{\"o}rdert die nachhaltige Bereitstellung von Strom, W{\"a}rme und BioErdgas. Das Ergebnis dieser Forschungsarbeit ist die Entwicklung eines mehrmethodi-schen Bewertungsansatzes zur Beschreibung der Qualit{\"a}t der Eingangs-substrate als Teil einer ganzheitlichen Prozessoptimierung. Dies gelingt durch die kombinierte Nutzung klassischer Analyses{\"a}tze, der Nutzung organolepti-scher Parameter - der humansensorischen Sinnenpr{\"u}fung - und der Integration von prozess- und substratspezifischem Erfahrungswissen. Anhand von halbtechnischen Versuchen werden Korrelationen und Kausalit{\"a}ten zwi-schen chemisch-physikalischen, biologischen, organoleptischen und erfahrungsbezogenen Parametern erforscht. Die Entwicklung einer Fallbasis mit Hilfe des Fallbasierten Schließens, einer Form K{\"u}nstlicher Intelligenz, zeigt das Entwicklungs- und Integrationspotenzial der Automatisierung auf, insbesondere auch im Hinblick auf neue Ans{\"a}tze z.B. Industrie 4.0. Erste L{\"o}sungen zur Bew{\"a}ltigung der identifizierten Herausforderungen der mehrmethodischen Prozessbewertung werden vorgestellt. Abschließend wird ein Ausblick auf den weiteren Forschungsbedarf gegeben und die {\"U}bertragbarkeit des mehrmethodischen Bewertungsansatzes auf andere Anwendungsfelder z.B. Bioabfallbehandlung, Kl{\"a}ranlagen angeregt.},
  subject      = {Biogasanlage},
  language  = {de}
}
@unpublished{BodeMarxVogeletal.,
  author    = {Bode, Matthias and Marx, Steffen and Vogel, Albert and V{\"o}lker, Conrad},
  title     = {Dissipationsenergie bei Erm{\"u}dungsversuchen an Betonprobek{\"o}rpern},
  volume    = {2019},
  doi       = {10.25643/bauhaus-universitaet.4493},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211012-44938},
  pages     = {9},
  abstract  = {Aufgrund des visko-elastoplastischen Materialverhaltens von Beton wird Probek{\"o}rpern und Bauteilen infolge zyklischer Beanspruchungen Energie zugef{\"u}hrt. Die entsprechenden Energiegr{\"o}ßen werden durch Hysteresefl{\"a}chen der Spannungs-Dehnungslinien beschrieben. In der Literatur finden sich dabei unterschiedliche Ans{\"a}tze, wof{\"u}r diese Energie verwendet wird. Erste Untersuchungen zeigen, dass zumindest ein Teil dieser dissipierten Energie in thermische Energie umgewandelt wird. Mithilfe der in diesem Beitrag beschriebenen Methodik lassen sich diese Energiegr{\"o}ßen f{\"u}r jeden Lastwechsel eines Erm{\"u}dungsversuches schnell und zuverl{\"a}ssig bestimmen. Anschließend wurden mit dem implementierten Algorithmus die dissipierten Energien von insgesamt 27 zyklischen Versuchen ausgewertet. Analog zu der Dehnungsentwicklung und der Steifigkeitsdegradation weisen auch die Verl{\"a}ufe der dissipierten Energie {\"u}ber die Lastwechselzahl einen dreiphasigen Verlauf auf. Die Auswertung zeigt außerdem eine Korrelation zwischen der Bruchlastwechselzahl und der dissipierten Energie. Auch der Zusammenhang zwischen Probek{\"o}rpererw{\"a}rmung und dissipierter Energie konnte best{\"a}tigt werden.},
  subject      = {Erm{\"u}dung},
  language  = {de}
}
@masterthesis{Burkhart,
  type      = {Bachelor Thesis},
  author    = {Burkhart, Natalie},
  title     = {Die Rezeption des Neuen Bauens und der Amsterdamer Schule am Beispiel j{\"u}ngerer Wohnungsbauten in den Niederlanden},
  doi       = {10.25643/bauhaus-universitaet.3950},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190731-39508},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {113},
  abstract  = {Die niederl{\"a}ndische Architekturmoderne wird seit den 1980er Jahren nahezu durchgehend baulich rezipiert. Bisher unternommene uneinheitliche Kategorisierungen dieser Bauten als "Neo-Moderne" oder "Neu-Amsterdamer- Schule" werden dem komplexen Sachverhalt oftmals nicht in ausreichendem Maße gerecht. Die Arbeit soll daher einen Beitrag zum besseren Verst{\"a}ndnis der Rezeption des Neuen Bauens und der Amsterdamer Schule leisten. Anhand vier ausgew{\"a}hlter j{\"u}ngerer Wohnungsbauten in den Niederlanden untersucht sie konkret das Verh{\"a}ltnis zu den st{\"a}dtebaulichen, typologischen und formal- gestalterischen Vorbildern aus den 1920er und 1930er Jahren. Welche Gr{\"u}nde waren ausschlaggebend f{\"u}r die Wahl bestimmter Vorbilder? Auf welche Wohnanlagen greifen sie konkret zur{\"u}ck und mithilfe welcher Verfahren tun sie dies? Inwiefern unterscheidet sich die Vorgehensweise der ArchitektInnen von denen des Neuen Bauens oder der Amsterdamer Schule? Das Res{\"u}mee offenbart eine große Vielfalt an Rezeptionstechniken von zumeist mehreren historischen Vorbildern und damit die Schwierigkeit, das vorliegende Ph{\"a}nomen zu deuten. Vor allem aber scheint die Moderne mit ihrem Paradigma der Originalit{\"a}t von einem erneuten eklektischen Ansatz in der Architektur {\"u}berholt worden zu sein. In ihrem methodischen Ansatz verbindet die Thesis formal-gestalterische Analysen mit theoretischen Reflexionen und behandelt mit dem Thema der Referenzen eine zentrale Praxis im Entwurfsprozess von ArchitektInnen.},
  subject      = {Rezeption},
  language  = {de}
}