@article{HarirchianKumariJadhavetal.,
  author    = {Harirchian, Ehsan and Kumari, Vandana and Jadhav, Kirti and Rasulzade, Shahla and Lahmer, Tom and Raj Das, Rohan},
  title     = {A Synthesized Study Based on Machine Learning Approaches for Rapid Classifying Earthquake Damage Grades to RC Buildings},
  series = {Applied Sciences},
  volume    = {2021},
  journal   = {Applied Sciences},
  number    = {Volume 11, issue 16, article 7540},
  publisher = {MDPI},
  address   = {Basel},
  doi       = {10.3390/app11167540},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210818-44853},
  pages     = {1 -- 33},
  abstract  = {A vast number of existing buildings were constructed before the development and enforcement of seismic design codes, which run into the risk of being severely damaged under the action of seismic excitations. This poses not only a threat to the life of people but also affects the socio-economic stability in the affected area. Therefore, it is necessary to assess such buildings' present vulnerability to make an educated decision regarding risk mitigation by seismic strengthening techniques such as retrofitting. However, it is economically and timely manner not feasible to inspect, repair, and augment every old building on an urban scale. As a result, a reliable rapid screening methods, namely Rapid Visual Screening (RVS), have garnered increasing interest among researchers and decision-makers alike. In this study, the effectiveness of five different Machine Learning (ML) techniques in vulnerability prediction applications have been investigated. The damage data of four different earthquakes from Ecuador, Haiti, Nepal, and South Korea, have been utilized to train and test the developed models. Eight performance modifiers have been implemented as variables with a supervised ML. The investigations on this paper illustrate that the assessed vulnerability classes by ML techniques were very close to the actual damage levels observed in the buildings.},
  subject      = {Maschinelles Lernen},
  language  = {en}
}
@article{TarabenMorgenthal,
  author    = {Taraben, Jakob and Morgenthal, Guido},
  title     = {Integration and Comparison Methods for Multitemporal Image-Based 2D Annotations in Linked 3D Building Documentation},
  series = {Remote Sensing},
  volume    = {2022},
  journal   = {Remote Sensing},
  number    = {Volume 14, issue 9, article 2286},
  publisher = {MDPI},
  address   = {Basel},
  doi       = {10.3390/rs14092286},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220513-46488},
  pages     = {1 -- 20},
  abstract  = {Data acquisition systems and methods to capture high-resolution images or reconstruct 3D point clouds of existing structures are an effective way to document their as-is condition. These methods enable a detailed analysis of building surfaces, providing precise 3D representations. However, for the condition assessment and documentation, damages are mainly annotated in 2D representations, such as images, orthophotos, or technical drawings, which do not allow for the application of a 3D workflow or automated comparisons of multitemporal datasets. In the available software for building heritage data management and analysis, a wide range of annotation and evaluation functions are available, but they also lack integrated post-processing methods and systematic workflows. The article presents novel methods developed to facilitate such automated 3D workflows and validates them on a small historic church building in Thuringia, Germany. Post-processing steps using photogrammetric 3D reconstruction data along with imagery were implemented, which show the possibilities of integrating 2D annotations into 3D documentations. Further, the application of voxel-based methods on the dataset enables the evaluation of geometrical changes of multitemporal annotations in different states and the assignment to elements of scans or building models. The proposed workflow also highlights the potential of these methods for condition assessment and planning of restoration work, as well as the possibility to represent the analysis results in standardised building model formats.},
  subject      = {Bauwesen},
  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}
}
@article{Koenig,
  author    = {K{\"o}nig, Reinhard},
  title     = {Interview on Information Architecture},
  series = {Swiss Architecture in the Moving Image},
  journal   = {Swiss Architecture in the Moving Image},
  doi       = {10.25643/bauhaus-universitaet.2507},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20180422-25078},
  pages     = {151 -- 154},
  abstract  = {Interview on Information Architecture},
  subject      = {Architektur},
  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}
}
@masterthesis{Boewe,
  type      = {Bachelor Thesis},
  author    = {B{\"o}we, Annelie},
  title     = {Entscheidungsfindung im Herstellungsprozess von Br{\"u}ckenkappen},
  doi       = {10.25643/bauhaus-universitaet.1644},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120425-16447},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  abstract  = {Im Rahmen dieser Arbeit wurde die Entscheidungsfindung im Herstellungsprozess von Br{\"u}ckenkappen untersucht. Es stellte sich heraus, dass die Fuzzy-Methode ein geeignetes Werkzeug sein k{\"o}nnte, die Teilprozesse auf die M{\"o}glichkeit ihrer Parallelisierung hin zu untersuchen. Um diese Theorie zu testen, wurde auf den Grundlagen von Arbeiten der Professur Baubetrieb und Bauverfahren der Prozess n{\"a}her analysiert und unterst{\"u}tzend durch eigene Recherchen ein UML-Diagramm erstellt, welches als Aktivit{\"a}tsdiagramm ausgebildet wurde. Aufbauend auf diesem Ablauf und den gewonnenen Kenntnissen zur Herstellung einer Br{\"u}ckenkappe, konnten die einzelnen Prozesse zu Teilprozessen, sogenannten Bausteinen, zusammengefasst werden. Diese Bausteine sind entstanden, um die Simulation m{\"o}glich zu machen, indem der Ablauf weniger komplex wird und nur die Prozesse zu beurteilen sind, die beeinflusst bzw. in ihrer Reihenfolge bis zu einem gewissen Grad variabel sind. Eine erleichterte Interaktion mit den Bausteinen und deren {\"U}berf{\"u}hrung in ein Simulationsprogramm wurde {\"u}ber Templates realisiert. So besitzt jeder Baustein eine einheitliche Struktur. Unter anderem beinhalten die Bausteine die jeweiligen Ressourcen und Parameter, sowie die Abh{\"a}ngigkeiten der Prozesse untereinander und die zugeh{\"o}rige Priorit{\"a}t. Zur Entscheidungsfindung wurde die Fuzzylogik herangezogen und die Problemstellung der Parallelisierung zum Ziel gesetzt. Die Realisierung wurde {\"u}ber einen Entscheidungsbaum und das daraus resultierende Regelwerk erreicht. Somit ließen sich, ausgehend von einem festgelegten Prozess und durch die Fuzzifizierung der Eingangsparameter Priorit{\"a}t, Prozessdauer und Verf{\"u}gbarkeit der Ressourcen und Arbeitskr{\"a}fte, verschiedene Pfade identifizieren, allerdings nur in Verbindung mit den vorher analysierten Abh{\"a}ngigkeiten. F{\"u}r jeden der Eingangsparameter wurden so Fuzzy-Sets erstellt. {\"U}ber den Entscheidungsbaum, welcher mit den linguistischen Variablen versehen wurde, konnte {\"u}ber sogenannte "und" - Verkn{\"u}pfungen das Regelwerk aufgestellt werden. Das gek{\"u}rzte Regelwerk in dieser Arbeit beinhaltet grunds{\"a}tzlich nur die Regeln, die auch zu einer wirklichen Entscheidung f{\"u}hren. Daraus folgt, dass es m{\"o}glich ist mittels der Fuzzy-Methode eine Entscheidung dar{\"u}ber zu f{\"a}llen, ob zwei Prozesse zu parallelisieren sind oder nicht und aufgetretene Verz{\"o}gerungen wieder eingeholt werden k{\"o}nnen.},
  subject      = {Entscheidungsfindung},
  language  = {de}
}
@masterthesis{Schumann,
  type      = {Bachelor Thesis},
  author    = {Schumann, Alexander},
  title     = {Untersuchung und Beurteilung des Rissverhaltens eines Betongelenkes anhand unterschiedlicher Methoden},
  doi       = {10.25643/bauhaus-universitaet.1982},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20130722-19829},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {95},
  abstract  = {Die Bruchmechanik hat einen wichtigen Platz im modernen Bauingenieurwesen, um die Ausbreitung von Rissen in Bauteilen und ihre Gef{\"a}hrlichkeit einzusch{\"a}tzen. Dabei kommen verschiedenste Methoden zum Einsatz. In dieser Arbeit soll die Qualit{\"a}tsbewertung f{\"u}r einige dieser Methoden untersucht werden. Zu vergleichen sind u. a. die Genauigkeit, die Schnelligkeit, die Komplexit{\"a}t und die Stabilit{\"a}t. In den Vergleich sind die Finite Elemente Methode, die Extended Finite Elemente Methode und eine Kopplungsmethode (analytische L{\"o}sung f{\"u}r die Rissspitze und Finite Elemente L{\"o}sung f{\"u}r den Rest des Gebietes) einzubeziehen. Als reales Beispiel aus dem Bauingenieurwesen wird ein Betongelenk mit einem vorhandenen Riss betrachtet.},
  subject      = {Finite Elemente Methode},
  language  = {de}
}
@masterthesis{Mueller,
  type      = {Bachelor Thesis},
  author    = {M{\"u}ller, Naira},
  title     = {Erweiterung von Fliplife mit bauphysikalischen Inhalten},
  doi       = {10.25643/bauhaus-universitaet.1676},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120704-16763},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {105},
  abstract  = {In dieser Arbeit wurde ein Konzept erstellt, das Fliplife um einen bauphysikalischen Karriereweg erweitert. In das Spiel wurden beispielhaft bauphysikalische Inhalte sowie spielkonzept-kompatible und wissensvermittelnde Spielmechaniken implementiert.},
  subject      = {Social Game},
  language  = {de}
}
@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}
}
@inproceedings{VoellmeckeSchwendnerHoetal.,
  author    = {V{\"o}llmecke, Lars and Schwendner, Sascha and Ho, Ai Phien and Fischer, Jens and Seim, Werner},
  title     = {Assessment of nailed connections in existing structures},
  doi       = {10.25643/bauhaus-universitaet.6361},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20230609-63615},
  pages     = {7},
  abstract  = {This paper presents the development of an assessment scheme for a visual qualitative evaluation of nailed connections in existing structures, such as board trusses. In terms of further use and preservation, a quick visual inspection will help to evaluate the quality of a structure regarding its load-bearing capacity and deformation behaviour. Tests of old and new nailed joints in combination with a rating scheme point out the correlation between the load-bearing capacity and condition of a joint. Old joints of comparatively good condition tend to exhibit better results than those of poor condition. Moreover, aged joints are generally more load-bearing than newly assembled ones.},
  subject      = {Holzbau},
  language  = {en}
}