@phdthesis{Wolff2009,
  author    = {Wolff, Thomas},
  title     = {Ein methodischer Bemessungsansatz zur Absch{\"a}tzung des Tragverhaltens von Pfahlgr{\"u}ndungen in weichem kalkigen Sedimentgestein},
  doi       = {10.25643/bauhaus-universitaet.1414},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20100125-14993},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2009},
  abstract  = {In der vorliegenden Arbeit wird das Tragverhalten und das Sicherheitsniveau axial belasteter Großbohrpf{\"a}hle in den pleistoz{\"a}nen Kalkarenit der K{\"u}stenregion von Dubai untersucht. Zun{\"a}chst wird auf der Grundlage von Ergebnissen umfangreicher Baugrundanalysen und Probebelastungen das Tragverhalten detailliert beschrieben. Anschließend wird ein auf der Finiten-Elemente-Methode basierendes Strukturmodell zur Simulation des Last-Setzungsverhaltens von Großbohrpf{\"a}hlen im Sinne eines numerischen Versuchsstandes entwickelt. Um herstellungsbedingte Ver{\"a}nderungen der Baugrundeigenschaften in der Kontaktzone Pfahl-Baugrund zu ber{\"u}cksichtigen, die mit boden- und felsmechanischen Elementversuchen gew{\"o}hnlich nicht erfassbar sind, werden die Gr{\"o}ßen der relevanten konstitutiven Parameterwerte iterativ mittels inverser Optimierungsstrategien bestimmt. Abschließend wird eine methodische Vorgehensweise aufgezeigt, wie das Sicherheitsniveau axial belasteter Großbohrpf{\"a}hlen unter Ber{\"u}cksichtigung der r{\"a}umlichen Variabilit{\"a}t der Baugrundeigenschaften zuverl{\"a}ssig abgesch{\"a}tzt werden kann.},
  subject      = {Pfahl},
  language  = {de}
}
@phdthesis{Fauth,
  author    = {Fauth, Judith},
  title     = {Ein handlungsorientiertes Entscheidungsmodell zur Feststellung der Genehmigungsf{\"a}higkeit von Bauvorhaben},
  publisher = {Bauhaus-Universit{\"a}tsverlag},
  address   = {Ilmtal-Weinstraße},
  isbn      = {978-3-95773-299-6},
  doi       = {10.25643/bauhaus-universitaet.4509},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210928-45093},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {318},
  abstract  = {Die Auseinandersetzung mit der Digitalisierung ist in den letzten Jahren in den Medien, auf Konferenzen und in Aussch{\"u}ssen der Bau- und Immobilienbranche angekommen. W{\"a}hrend manche Bereiche Neuerungen hervorbringen und einige Akteure als Pioniere zu bezeichnen sind, weisen andere Themen noch Defizite hinsichtlich der digitalen Transformation auf. Zu dieser Kategorie kann auch das Baugenehmigungsverfahren gez{\"a}hlt werden. Unabh{\"a}ngig davon, wie Architekten und Ingenieure in den Planungsb{\"u}ros auf innovative Methoden setzen, bleiben die Bauvorlagen bisher zuhauf in Papierform oder werden nach der elektronischen Einreichung in der Beh{\"o}rde ausgedruckt. Vorhandene Ressourcen, beispielsweise in Form eines Bauwerksinformationsmodells, die Unterst{\"u}tzung bei der Baugenehmigungsfeststellung bieten k{\"o}nnen, werden nicht ausgesch{\"o}pft. Um mit digitalen Werkzeugen eine Entscheidungshilfe f{\"u}r die Baugenehmigungsbeh{\"o}rden zu erarbeiten, ist es notwendig, den Ist-Zustand zu verstehen und Gegebenheiten zu hinterfragen, bevor eine Gesamtautomatisierung der innerbeh{\"o}rdlichen Vorg{\"a}nge als alleinige L{\"o}sung zu verfolgen ist. Mit einer inhaltlich-organisatorischen Betrachtung der relevanten Bereiche, die Einfluss auf die Baugenehmigungsfeststellung nehmen, wird eine Optimierung des Baugenehmigungsverfahrens in den Beh{\"o}rden angestrebt. Es werden die komplexen Bereiche, wie die Gesetzeslage, der Einsatz von Technologie aber auch die subjektiven Handlungsalternativen, ermittelt und strukturiert. Mit der Entwicklung eines Modells zur Feststellung der Baugenehmigungsf{\"a}higkeit wird sowohl ein Verst{\"a}ndnis f{\"u}r Einflussfaktoren vermittelt als auch eine Transparenzsteigerung f{\"u}r alle Beteiligten geschaffen. Neben einer internationalen Literaturrecherche diente eine empirische Studie als Untersuchungsmethode. Die empirische Studie wurde in Form von qualitativen Experteninterviews durchgef{\"u}hrt, um den Ist-Zustand im Bereich der Baugenehmigungsverfahren festzustellen. Das erhobene Datenmaterial wurde aufbereitet und anschließend einer softwaregest{\"u}tzten Inhaltsanalyse unterzogen. Die Ergebnisse wurden in Kombination mit den Erkenntnissen der Literaturrecherche in verschiedenen Analysen als Modellgrundlage aufgearbeitet. Ergebnis der Untersuchung stellt ein Entscheidungsmodell dar, welches eine L{\"u}cke zwischen den gegenw{\"a}rtigen Abl{\"a}ufen in den Baubeh{\"o}rden und einer Gesamtautomatisierung der Baugenehmigungspr{\"u}fung schließt. Die prozessorientierte Strukturierung entscheidungsrelevanter Sachverhalte im Modell erm{\"o}glicht eine Unterst{\"u}tzung bei der Baugenehmigungsfeststellung f{\"u}r Pr{\"u}fer und Antragsteller. Das theoretische Modell konnte in Form einer Webanwendung in die Praxis {\"u}bertragen werden.},
  subject      = {Baugenehmigung},
  language  = {de}
}
@unpublished{SheikhKhozaniKumbhakar,
  author    = {Sheikh Khozani, Zohreh and Kumbhakar, Manotosh},
  title     = {Discussion of "Estimation of one-dimensional velocity distribution by measuring velocity at two points" by Yeganeh and Heidari (2020)},
  doi       = {10.25643/bauhaus-universitaet.4366},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210216-43663},
  abstract  = {The concept of information entropy together with the principle of maximum entropy to open channel flow is essentially based on some physical consideration of the problem under consideration. This paper is a discussion on Yeganeh and Heidari (2020)'s paper, who proposed a new approach for measuring vertical distribution of streamwise velocity in open channels. The discussers argue that their approach is conceptually incorrect and thus leads to a physically unrealistic situation. In addition, the discussers found some wrong mathematical expressions (which are assumed to be typos) written in the paper, and also point out that the authors did not cite some of the original papers on the topic.},
  subject      = {Geschwindigkeit},
  language  = {en}
}
@article{Koenig,
  author    = {K{\"o}nig, Reinhard},
  title     = {Die Stadt der Agenten und Automaten},
  series = {FORUM - Architektur \& Bauforum},
  journal   = {FORUM - Architektur \& Bauforum},
  doi       = {10.25643/bauhaus-universitaet.2608},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160622-26083},
  abstract  = {PLANUNGSUNTERST{\"U}TZUNG DURCH DIE ANALYSE R{\"A}UMLICHER PROZESSE MITTELS COMPUTERSIMULATIONEN. Erst wenn man - zumindest im Prinzip - versteht, wie eine Stadt mit ihren komplexen, verwobenen Vorg{\"a}ngen im Wesentlichen funktioniert, ist eine sinnvolle Stadtplanung m{\"o}glich. Denn jede Planung bedeutet einen Eingriff in den komplexen Organismus einer Stadt. Findet dieser Eingriff ohne Wissen {\"u}ber die Funktionsweise des Organismus statt, k{\"o}nnen auch die Auswirkungen nicht abgesch{\"a}tzt werden. Dieser Beitrag stellt dar, wie urbane Prozesse mittels Computersimulationen unter Zuhilfenahme so genannter Multi-Agenten-Systeme und Zellul{\"a}rer Automaten verstanden werden k{\"o}nnen. von},
  subject      = {CAD},
  language  = {de}
}
@misc{Schuster,
  author    = {Schuster, Lara},
  title     = {Die Haltungen des Architekten Luigi Snozzi. Untersucht am Beispiel des Projektes Monte Carasso},
  volume    = {2021},
  publisher = {Lucia Verlag},
  address   = {Weimar},
  doi       = {10.25643/bauhaus-universitaet.4438},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210603-44386},
  pages     = {17},
  abstract  = {Welche Haltung spricht aus den Werken von Architekt*innen? Lassen sich Werte und Handlungsanweisungen von Mauern und Pl{\"a}nen ablesen? Luigi Snozzis Entw{\"u}rfe f{\"u}r Monte Carasso werden in dieser Arbeit exemplarisch darauf untersucht. Sie zeugen von der Verantwortung, die jede*r Architekt*in f{\"u}r das Umfeld hat, in dem sie oder er baut.},
  subject      = {Architektur},
  language  = {de}
}
@phdthesis{Staeudel,
  author    = {St{\"a}udel, J{\"u}rgen},
  title     = {Development, Implementation and Operation of Integrated Sanitation Systems Based on Material-Flows - Integrated Sanitation in the City of Darkhan, Mongolia - A Practicable Example},
  doi       = {10.25643/bauhaus-universitaet.3179},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170512-31794},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  abstract  = {The world society faces a huge challenge to implement the human right of "access to sanitation". More and more it is accepted that the conventional approach towards providing sanitation services is not suitable to solve this problem. This dissertation examines the possibility to enhance "access to sanitation" for people who are living in areas with underdeveloped water and wastewater infrastructure systems. The idea hereby is to follow an integrated approach for sanitation, which allows for a mutual completion of existing infrastructure with resource-based sanitation systems. The notion "integrated sanitation system (iSaS)" is defined in this work and guiding principles for iSaS are formulated. Further on the implementation of iSaS is assessed at the example of a case study in the city of Darkhan in Mongolia. More than half of Mongolia's population live in settlements where yurts (tents of Nomadic people) are predominant. In these settlements (or "ger areas") sanitation systems are not existent and the hygienic situation is precarious. An iSaS has been developed for the ger areas in Darkhan and tested over more than two years. Further on a software-based model has been developed with the goal to describe and assess different variations of the iSaS. The results of the assessment of material-flows, monetary-flows and communication-flows within the iSaS are presented in this dissertation. The iSaS model is adaptable and transferable to the socio-economic conditions in other regions and climate zones.},
  subject      = {Abwasser},
  language  = {en}
}
@unpublished{KavrakovArgentiniOmarinietal.,
  author    = {Kavrakov, Igor and Argentini, Tommaso and Omarini, Simone and Rocchi, Daniele and Morgenthal, Guido},
  title     = {Determination of complex aerodynamic admittance of bridge decks under deterministic gusts using the Vortex Particle Method},
  doi       = {10.25643/bauhaus-universitaet.4088},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20200206-40883},
  abstract  = {Long-span bridges are prone to wind-induced vibrations. Therefore, a reliable representation of the aerodynamic forces acting on a bridge deck is of a major significance for the design of such structures. This paper presents a systematic study of the two-dimensional (2D) fluid-structure interaction of a bridge deck under smooth and turbulent wind conditions. Aerodynamic forces are modeled by two approaches: a computational fluid dynamics (CFD) model and six semi-analytical models. The vortex particle method is utilized for the CFD model and the free-stream turbulence is introduced by seeding vortex particles upstream of the deck with prescribed spectral characteristics. The employed semi-analytical models are based on the quasi-steady and linear unsteady assumptions and aerodynamic coefficients obtained from CFD analyses. The underlying assumptions of the semi-analytical aerodynamic models are used to interpret the results of buffeting forces and aeroelastic response due to a free-stream turbulence in comparison with the CFD model. Extensive discussions are provided to analyze the effect of linear fluid memory and quasi-steady nonlinearity from a CFD perspective. The outcome of the analyses indicates that the fluid memory is a governing effect in the buffeting forces and aeroelastic response, while the effect of the nonlinearity is overestimated by the quasi-steady models. Finally, flutter analyses are performed and the obtained critical velocities are further compared with wind tunnel results, followed by a brief examination of the post-flutter behavior. The results of this study provide a deeper understanding of the extent of which the applied models are able to replicate the physical processes for fluid-structure interaction phenomena in bridge aerodynamics and aeroelasticity.},
  subject      = {Bridge},
  language  = {en}
}
@article{SirtlHadlichKrausetal.,
  author    = {Sirtl, Christin and Hadlich, Christiane and Kraus, Matthias and Osburg, Andrea},
  title     = {Determination of Bonding Failures in Transparent Materials with Non-Destructive Methods - Evaluation of Climatically Stressed Glued and Laminated Glass Compounds},
  series = {World Journal of Engineering and Technology},
  volume    = {2018},
  journal   = {World Journal of Engineering and Technology},
  number    = {Vol. 6, No 2},
  doi       = {10.4236/wjet.2018.62020},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20180606-37526},
  pages     = {315 -- 331},
  abstract  = {As part of an international research project - funded by the European Union - capillary glasses for facades are being developed exploiting storage energy by means of fluids flowing through the capillaries. To meet highest visual demands, acrylate adhesives and EVA films are tested as possible bonding materials for the glass setup. Especially non-destructive methods (visual analysis, analysis of birefringent properties and computed tomographic data) are applied to evaluate failure patterns as well as the long-term behavior considering climatic influences. The experimental investigations are presented after different loading periods, providing information of failure developments. In addition, detailed information and scientific findings on the application of computed tomographic analyses are presented.},
  subject      = {Klebtechnik},
  language  = {en}
}
@article{ChowdhuryKraus,
  author    = {Chowdhury, Sharmistha and Kraus, Matthias},
  title     = {Design-related reassessment of structures integrating Bayesian updating of model safety factors},
  series = {Results in Engineering},
  volume    = {2022},
  journal   = {Results in Engineering},
  number    = {Volume 16, article 100560},
  publisher = {Elsevier},
  address   = {Amsterdam},
  doi       = {10.1016/j.rineng.2022.100560},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20221028-47294},
  pages     = {1 -- 1},
  abstract  = {In the semi-probabilistic approach of structural design, the partial safety factors are defined by considering some degree of uncertainties to actions and resistance, associated with the parameters' stochastic nature. However, uncertainties for individual structures can be better examined by incorporating measurement data provided by sensors from an installed health monitoring scheme. In this context, the current study proposes an approach to revise the partial safety factor for existing structures on the action side, γE by integrating Bayesian model updating. A simple numerical example of a beam-like structure with artificially generated measurement data is used such that the influence of different sensor setups and data uncertainties on revising the safety factors can be investigated. It is revealed that the health monitoring system can reassess the current capacity reserve of the structure by updating the design safety factors, resulting in a better life cycle assessment of structures. The outcome is furthermore verified by analysing a real life small railway steel bridge ensuring the applicability of the proposed method to practical applications.},
  subject      = {Lebenszyklus},
  language  = {en}
}
@book{SchneiderDonathHoelscher,
  author    = {Schneider, Sven and Donath, Dirk and H{\"o}lscher, Christoph},
  title     = {Design by Research - Dokumentation eines studentischen Entwurfsprojektes},
  editor    = {Schneider, Sven and Donath, Dirk and H{\"o}lscher, Christoph},
  doi       = {10.25643/bauhaus-universitaet.2094},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20131220-20940},
  pages     = {170},
  abstract  = {Im vorliegenden Buch sind die Ergebnisse eines studentischen Entwurfsprojektes dokumentiert, welches im Wintersemester 2012/13 an der Bauhaus-Universit{\"a}t in Weimar am Lehrstuhl Informatik in der Architektur (InfAR) stattgefunden hat. Das Projekt wurde in Zusammenarbeit mit Psychologen, Kognitions- und Computerwissenschaftlern des DFG gef{\"o}rderten Forschungsprojektes SFB/TR8 „Spatial Cognition" Bremen/Freiburg konzipiert und durchgef{\"u}hrt.},
  subject      = {Entwurf , Psychologie , Orientierung , Methode , Architektur},
  language  = {mul}
}
@inproceedings{Koenig,
  author    = {K{\"o}nig, Reinhard},
  title     = {CPlan: An Open Source Library for Computational Analysis and Synthesis},
  series = {33rd eCAADe Conference},
  booktitle = {33rd eCAADe Conference},
  editor    = {Martens, Bob and Wurzer, G, Gabriel and Grasl, Tomas and Lorenz, Wolfgang and Schaffranek, Richard},
  publisher = {Vienna University of Technology},
  address   = {Vienna},
  doi       = {10.25643/bauhaus-universitaet.2503},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160118-25037},
  pages     = {245 -- 250},
  abstract  = {Some caad packages offer additional support for the optimization of spatial configurations, but the possibilities for applying optimization are usually limited either by the complexity of the data model or by the constraints of the underlying caad system. Since we missed a system that allows to experiment with optimization techniques for the synthesis of spatial configurations, we developed a collection of methods over the past years. This collection is now combined in the presented open source library for computational planning synthesis, called CPlan. The aim of the library is to provide an easy to use programming framework with a flat learning curve for people with basic programming knowledge. It offers an extensible structure that allows to add new customized parts for various purposes. In this paper the existing functionality of the CPlan library is described.},
  subject      = {Architektur},
  language  = {en}
}
@phdthesis{Bianco,
  author    = {Bianco, Marcelo Jos{\´e}},
  title     = {Coupling between Shell and Generalized Beam Theory (GBT) elements},
  doi       = {10.25643/bauhaus-universitaet.4391},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210315-43914},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {265},
  abstract  = {In the last decades, Finite Element Method has become the main method in statics and dynamics analysis in engineering practice. For current problems, this method provides a faster, more flexible solution than the analytic approach. Prognoses of complex engineer problems that used to be almost impossible to solve are now feasible. Although the finite element method is a robust tool, it leads to new questions about engineering solutions. Among these new problems, it is possible to divide into two major groups: the first group is regarding computer performance; the second one is related to understanding the digital solution. Simultaneously with the development of the finite element method for numerical solutions, a theory between beam theory and shell theory was developed: Generalized Beam Theory, GBT. This theory has not only a systematic and analytical clear presentation of complicated structural problems, but also a compact and elegant calculation approach that can improve computer performance. Regrettably, GBT was not internationally known since the most publications of this theory were written in German, especially in the first years. Only in recent years, GBT has gradually become a fertile research topic, with developments from linear to non-linear analysis. Another reason for the misuse of GBT is the isolated application of the theory. Although recently researches apply finite element method to solve the GBT's problems numerically, the coupling between finite elements of GBT and other theories (shell, solid, etc) is not the subject of previous research. Thus, the main goal of this dissertation is the coupling between GBT and shell/membrane elements. Consequently, one achieves the benefits of both sides: the versatility of shell elements with the high performance of GBT elements. Based on the assumptions of GBT, this dissertation presents how the separation of variables leads to two calculation's domains of a beam structure: a cross-section modal analysis and the longitudinal amplification axis. Therefore, there is the possibility of applying the finite element method not only in the cross-section analysis, but also the development for an exact GBT's finite element in the longitudinal direction. For the cross-section analysis, this dissertation presents the solution of the quadratic eigenvalue problem with an original separation between plate and membrane mechanism. Subsequently, one obtains a clearer representation of the deformation mode, as well as a reduced quadratic eigenvalue problem. Concerning the longitudinal direction, this dissertation develops the novel exact elements, based on hyperbolic and trigonometric shape functions. Although these functions do not have trivial expressions, they provide a recursive procedure that allows periodic derivatives to systematise the development of stiffness matrices. Also, these shape functions enable a single-element discretisation of the beam structure and ensure a smooth stress field. From these developments, this dissertation achieves the formulation of its primary objective: the connection of GBT and shell elements in a mixed model. Based on the displacement field, it is possible to define the coupling equations applied in the master-slave method. Therefore, one can model the structural connections and joints with finite shell elements and the structural beams and columns with GBT finite element. As a side effect, the coupling equations limit the displacement field of the shell elements under the assumptions of GBT, in particular in the neighbourhood of the coupling cross-section. Although these side effects are almost unnoticeable in linear analysis, they lead to cumulative errors in non-linear analysis. Therefore, this thesis finishes with the evaluation of the mixed GBT-shell models in non-linear analysis.},
  subject      = {Biegetheorie},
  language  = {en}
}
@article{Koenig,
  author    = {K{\"o}nig, Reinhard},
  title     = {Computers in the design phase - Ten thesis on their uselessness},
  series = {Der Generalist},
  journal   = {Der Generalist},
  doi       = {10.25643/bauhaus-universitaet.2607},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160622-26075},
  abstract  = {At the end of the 1960s, architects at various universities world- wide began to explore the potential of computer technology for their profession. With the decline in prices for PCs in the 1990s and the development of various computer-aided architectural design systems (CAAD), the use of such systems in architectural and planning offices grew continuously. Because today no ar- chitectural office manages without a costly CAAD system and because intensive soſtware training has become an integral part of a university education, the question arises about what influence the various computer systems have had on the design process forming the core of architectural practice. The text at hand devel- ops ten theses about why there has been no success to this day in introducing computers such that new qualitative possibilities for design result. RESTRICTEDNESS},
  subject      = {CAD},
  language  = {en}
}
@inproceedings{KoenigBauriedel,
  author    = {K{\"o}nig, Reinhard and Bauriedel, Christian},
  title     = {Computer-generated Urban Structures},
  series = {Proceedings of the Generative Art Conference},
  booktitle = {Proceedings of the Generative Art Conference},
  address   = {Milan, Italy},
  doi       = {10.25643/bauhaus-universitaet.2609},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160623-26090},
  pages     = {1 -- 10},
  abstract  = {How does it come to particular structure formations in the cities and which strengths play a role in this process? On which elements can the phenomena be reduced to find the respective combination rules? How do general principles have to be formulated to be able to describe the urban processes so that different structural qualities can be produced? With the aid of mathematic methods, models based on four basic levels are generated in the computer, through which the connections between the elements and the rules of their interaction can be examined. Conclusions on the function of developing processes and the further urban origin can be derived.},
  language  = {en}
}
@article{KleinKoenig,
  author    = {Klein, Bernhard and K{\"o}nig, Reinhard},
  title     = {Computational Urban Planning: Using the Value Lab as Control Center},
  series = {FCL Magazine, Special Issue Simulation Platform},
  journal   = {FCL Magazine, Special Issue Simulation Platform},
  doi       = {10.25643/bauhaus-universitaet.2601},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160622-26011},
  pages     = {38 -- 45},
  abstract  = {Urban planning involves many aspects and various disciplines, demanding an asynchronous planning approach. The level of complexity rises with each aspect to be considered and makes it difficult to find universally satisfactory solutions. To improve this situation we propose a new approach, which complement traditional design methods with a computational urban plan- ning method that can fulfil formalizable design requirements automatically. Based on this approach we present a design space exploration framework for complex urban planning projects. For a better understanding of the idea of design space exploration, we introduce the concept of a digital scout which guides planners through the design space and assists them in their creative explorations. The scout can support planners during manual design by informing them about potential im- pacts or by suggesting different solutions that fulfill predefined quality requirements. The planner can change flexibly between a manually controlled and a completely automated design process. The developed system is presented using an exemplary urban planning scenario on two levels from the street layout to the placement of building volumes. Based on Self-Organizing Maps we implemented a method which makes it possible to visualize the multi-dimensional solution space in an easily analysable and comprehensible form.},
  subject      = {Stadtgestaltung},
  language  = {en}
}
@phdthesis{Amiri,
  author    = {Amiri, Fatemeh},
  title     = {Computational modelling of fracture with local maximum entropy approximations},
  doi       = {10.25643/bauhaus-universitaet.2631},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160719-26310},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {130},
  abstract  = {The key objective of this research is to study fracture with a meshfree method, local maximum entropy approximations, and model fracture in thin shell structures with complex geometry and topology. This topic is of high relevance for real-world applications, for example in the automotive industry and in aerospace engineering. The shell structure can be described efficiently by meshless methods which are capable of describing complex shapes as a collection of points instead of a structured mesh. In order to find the appropriate numerical method to achieve this goal, the first part of the work was development of a method based on local maximum entropy (LME) shape functions together with enrichment functions used in partition of unity methods to discretize problems in linear elastic fracture mechanics. We obtain improved accuracy relative to the standard extended finite element method (XFEM) at a comparable computational cost. In addition, we keep the advantages of the LME shape functions,such as smoothness and non-negativity. We show numerically that optimal convergence (same as in FEM) for energy norm and stress intensity factors can be obtained through the use of geometric (fixed area) enrichment with no special treatment of the nodes near the crack such as blending or shifting. As extension of this method to three dimensional problems and complex thin shell structures with arbitrary crack growth is cumbersome, we developed a phase field model for fracture using LME. Phase field models provide a powerful tool to tackle moving interface problems, and have been extensively used in physics and materials science. Phase methods are gaining popularity in a wide set of applications in applied science and engineering, recently a second order phase field approximation for brittle fracture has gathered significant interest in computational fracture such that sharp cracks discontinuities are modeled by a diffusive crack. By minimizing the system energy with respect to the mechanical displacements and the phase-field, subject to an irreversibility condition to avoid crack healing, this model can describe crack nucleation, propagation, branching and merging. One of the main advantages of the phase field modeling of fractures is the unified treatment of the interfacial tracking and mechanics, which potentially leads to simple, robust, scalable computer codes applicable to complex systems. In other words, this approximation reduces considerably the implementation complexity because the numerical tracking of the fracture is not needed, at the expense of a high computational cost. We present a fourth-order phase field model for fracture based on local maximum entropy (LME) approximations. The higher order continuity of the meshfree LME approximation allows to directly solve the fourth-order phase field equations without splitting the fourth-order differential equation into two second order differential equations. Notably, in contrast to previous discretizations that use at least a quadratic basis, only linear completeness is needed in the LME approximation. We show that the crack surface can be captured more accurately in the fourth-order model than the second-order model. Furthermore, less nodes are needed for the fourth-order model to resolve the crack path. Finally, we demonstrate the performance of the proposed meshfree fourth order phase-field formulation for 5 representative numerical examples. Computational results will be compared to analytical solutions within linear elastic fracture mechanics and experimental data for three-dimensional crack propagation. In the last part of this research, we present a phase-field model for fracture in Kirchoff-Love thin shells using the local maximum-entropy (LME) meshfree method. Since the crack is a natural outcome of the analysis it does not require an explicit representation and tracking, which is advantageous over techniques as the extended finite element method that requires tracking of the crack paths. The geometric description of the shell is based on statistical learning techniques that allow dealing with general point set surfaces avoiding a global parametrization, which can be applied to tackle surfaces of complex geometry and topology. We show the flexibility and robustness of the present methodology for two examples: plate in tension and a set of open connected pipes.},
  language  = {en}
}
@article{Hanna,
  author    = {Hanna, John},
  title     = {Computational Modelling for the Effects of Capsular Clustering on Fracture of Encapsulation-Based Self-Healing Concrete Using XFEM and Cohesive Surface Technique},
  series = {Applied Sciences},
  volume    = {2022},
  journal   = {Applied Sciences},
  number    = {Volume 12, issue 10, article 5112},
  publisher = {MDPI},
  address   = {Basel},
  doi       = {10.3390/app12105112},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220721-46717},
  pages     = {1 -- 17},
  abstract  = {The fracture of microcapsules is an important issue to release the healing agent for healing the cracks in encapsulation-based self-healing concrete. The capsular clustering generated from the concrete mixing process is considered one of the critical factors in the fracture mechanism. Since there is a lack of studies in the literature regarding this issue, the design of self-healing concrete cannot be made without an appropriate modelling strategy. In this paper, the effects of microcapsule size and clustering on the fractured microcapsules are studied computationally. A simple 2D computational modelling approach is developed based on the eXtended Finite Element Method (XFEM) and cohesive surface technique. The proposed model shows that the microcapsule size and clustering have significant roles in governing the load-carrying capacity and the crack propagation pattern and determines whether the microcapsule will be fractured or debonded from the concrete matrix. The higher the microcapsule circumferential contact length, the higher the load-carrying capacity. When it is lower than 25\% of the microcapsule circumference, it will result in a greater possibility for the debonding of the microcapsule from the concrete. The greater the core/shell ratio (smaller shell thickness), the greater the likelihood of microcapsules being fractured.},
  subject      = {Beton},
  language  = {en}
}
@periodical{AinioBartetzkyGyőrffyetal.,
  author    = {Ainio, Anna and Bartetzky, Arnold and Győrffy, Rachel and Islam, Naslima and Khvadagiani, Irakli and Kibel, Jochen and Landau-Donnelly, Friederike and Leko, Kristina and Lenz, Patricia and Onuoha, Nnenna and Rathjen, Lukas and Reinsch, Natalie and Rykov, Anatol and Tajeri, Niloufar and Ullmanov{\´a}, Kl{\´a}ra},
  title     = {Censored? Conflicted Concepts of Cultural Heritage},
  editor    = {Din{\c{c}}{\c{c}}ağ Kahveci, Ay{\c{s}}eg{\"u}l and Hajdu, Marcell and H{\"o}hne, Wolfram and Jesse, Darja and Karpf, Michael and Torres Ruiz, Marta},
  publisher = {Bauhaus-Universit{\"a}tsverlag},
  address   = {Weimar},
  isbn      = {978-3-95773-304-7},
  doi       = {10.25643/bauhaus-universitaet.4927},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20230213-49276},
  pages     = {181},
  abstract  = {Those who ask how social entities relate to the past, enter a field defined by competing interpretations and contested practices of a collectively shared heritage. Dissent and conflict among heritage communities represent productive moments in the negotiation of these varying constructs of the past, identities, and heritage. At the same time, they lead to omissions, the overwriting and amendment of existing constructs. A closer look at all that is suppressed, excluded or rejected opens up new perspectives: It reveals how social groups are formed through public disputes upon the material foundations of heritage constructs. Taking the concept of censorship, the volume engages with the exclusionary and inclusionary mechanisms that underlie the construction of heritage and thus social identities. Censorship is understood here as a discursive strategy in public debates. In current debates, allegations of censorship surface primarily in cases where the handling of a certain heritage constructs is subjected to critical evaluation, or on the contrary, needs to be protected from criticism or even destruction. The authors trace the connection between heritage and identity and show that identity constructs are not only manifested within heritage but are actively negotiated through it.},
  subject      = {Kulturerbe},
  language  = {en}
}
@inproceedings{SirtlKraus,
  author    = {Sirtl, Christin and Kraus, Matthias},
  title     = {Bonding Quality of Joined Glass Components Exposed to UV and Fluidic Influences},
  publisher = {Ernst \& Sohn Verlag f{\"u}r Architektur und technische Wissenschaften GmbH \& Co. KG},
  address   = {Berlin},
  isbn      = {978-3-433-03269-5},
  doi       = {10.25643/bauhaus-universitaet.3914},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20190514-39144},
  pages     = {10},
  abstract  = {Components of structural glazing have to meet different requirements and resist various impacts, depending on the field of application. Within an international research project of the EU innovation program Horizon 2020, special glass panes with a fluid circulating in capillaries are developed exploiting solar energy. Major influences to this glazing are UV irradiation and the fluidic contact, effecting the mechanical and optical durability of the bonding material within the glass setup. Regarding to visual requirements, acrylate adhesives and EVA films are analyzed as possible bonding materials by destructive and non-destructive testing methods. Two types of specimen are presented for obtaining the mechanical behavior and the surface appearances of the bonding material.},
  subject      = {Alterung},
  language  = {en}
}
@misc{Miller,
  type      = {Master Thesis},
  author    = {Miller, Martin},
  title     = {BIM-basierte Digitalisierung von Bestandsgeb{\"a}uden aus Sicht des FM am Beispiel von Heizungsanlagen},
  doi       = {10.25643/bauhaus-universitaet.4661},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220623-46616},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {101},
  abstract  = {Das Ziel der Arbeit ist, f{\"u}r das Facility Management relevante Informationen f{\"u}r die mit Building Information Modeling basierende Erstellung von Bestandsgeb{\"a}uden am Beispiel einer Hei- zungsanlage zu definieren. Darauf basierend sind die notwendigen Arbeitsschritte der Objek- taufnahme abgeleitet. F{\"u}r die Definition der Arbeitsschritte wurden das grundlegende Vorge- hen bei einer Objektaufnahme sowie die gesetzlichen Gegebenheiten f{\"u}r den Betrieb einer Heizungsanlage dargelegt. Dar{\"u}ber hinaus sind in der vorliegenden Ausarbeitung die Vorteile und Herausforderungen hinsichtlich des Zusammenspiels von Building Information Modeling und Facility Management analysiert. Die definierten Arbeitsschritte sind anhand eines Beispiel- projektes angewendet worden. Im Rahmen des Beispielprojekts sind die entscheidenden Be- triebsdaten je Anlagenteil in Form von Informationsanforderungen nach DIN 17412 definiert. Das Geb{\"a}udemodell ist durch Parameter mit den f{\"u}r das Facility Management relevanten In- formationen erg{\"a}nzt. Die Resultate des Beispielprojektes sind mit aussagekr{\"a}ftigen Schnitten, Pl{\"a}nen sowie 3-D-Visualisierungen dargestellt. Abschließend sind die Ergebnisse in Bezug auf das FM validiert. Aus den Arbeitsschritten und Ergebnissen ist eine Leitlinie erstellt worden f{\"u}r den Digitalisierungsprozess von Bestandsgeb{\"a}uden f{\"u}r das Facility Management.},
  subject      = {Facility Management},
  language  = {de}
}