@unpublished{KhosraviSheikhKhozaniMao, author = {Khosravi, Khabat and Sheikh Khozani, Zohreh and Mao, Luka}, title = {A comparison between advanced hybrid machine learning algorithms and empirical equations applied to abutment scour depth prediction}, doi = {10.25643/bauhaus-universitaet.4388}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210311-43889}, pages = {43}, abstract = {Complex vortex flow patterns around bridge piers, especially during floods, cause scour process that can result in the failure of foundations. Abutment scour is a complex three-dimensional phenomenon that is difficult to predict especially with traditional formulas obtained using empirical approaches such as regressions. This paper presents a test of a standalone Kstar model with five novel hybrid algorithm of bagging (BA-Kstar), dagging (DA-Kstar), random committee (RC-Kstar), random subspace (RS-Kstar), and weighted instance handler wrapper (WIHWKstar) to predict scour depth (ds) for clear water condition. The dataset consists of 99 scour depth data from flume experiments (Dey and Barbhuiya, 2005) using abutment shapes such as vertical, semicircular and 45◦ wing. Four dimensionless parameter of relative flow depth (h/l), excess abutment Froude number (Fe), relative sediment size (d50/l) and relative submergence (d50/h) were considered for the prediction of relative scour depth (ds/l). A portion of the dataset was used for the calibration (70\%), and the remaining used for model validation. Pearson correlation coefficients helped deciding relevance of the input parameters combination and finally four different combinations of input parameters were used. The performance of the models was assessed visually and with quantitative metrics. Overall, the best input combination for vertical abutment shape is the combination of Fe, d50/l and h/l, while for semicircular and 45◦ wing the combination of the Fe and d50/l is the most effective input parameter combination. Our results show that incorporating Fe, d50/l and h/l lead to higher performance while involving d50/h reduced the models prediction power for vertical abutment shape and for semicircular and 45◦ wing involving h/l and d50/h lead to more error. The WIHW-Kstar provided the highest performance in scour depth prediction around vertical abutment shape while RC-Kstar model outperform of other models for scour depth prediction around semicircular and 45◦ wing.}, subject = {maschinelles Lernen}, language = {en} } @article{IbanezKraus, author = {Ibanez, Stalin and Kraus, Matthias}, title = {A Numerical Approach for Plastic Cross Cross-Sectional Analyses of Steel Members}, series = {ce/papers}, volume = {2021}, journal = {ce/papers}, number = {Volume 4, issue 2-4}, publisher = {Ernst \& Sohn, a Wiley brand}, address = {Berlin}, doi = {10.1002/cepa.1527}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220112-45622}, pages = {2098 -- 2106}, abstract = {Global structural analyses in civil engineering are usually performed considering linear-elastic material behavior. However, for steel structures, a certain degree of plasticization depending on the member classification may be considered. Corresponding plastic analyses taking material nonlinearities into account are effectively realized using numerical methods. Frequently applied finite elements of two and three-dimensional models evaluate the plasticity at defined nodes using a yield surface, i.e. by a yield condition, hardening rule, and flow rule. Corresponding calculations are connected to a large numerical as well as time-consuming effort and they do not rely on the theoretical background of beam theory, to which the regulations of standards mainly correspond. For that reason, methods using beam elements (one-dimensional) combined with cross-sectional analyses are commonly applied for steel members in terms of plastic zones theories. In these approaches, plasticization is in general assessed by means of axial stress only. In this paper, more precise numerical representation of the combined stress states, i.e. axial and shear stresses, is presented and results of the proposed approach are validated and discussed.}, subject = {Stahlkonstruktion}, language = {en} } @phdthesis{Fauth, author = {Fauth, Judith}, title = {A process-oriented decision model for determining the permitability of construction projects}, doi = {10.25643/bauhaus-universitaet.4602}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220309-46020}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {325}, abstract = {In recent years, the discussion of digitalization has arrived in the media, at conferences, and in committees of the construction and real estate industry. While some areas are producing innovations and some contributors can be described as pioneers, other topics still show deficits with regard to digital transformation. The building permit process can also be counted in this category. Regardless of how architects and engineers in planning offices rely on innovative methods, building documents have so far remained in paper form in too many cases, or are printed out after electronic submission to the authority. Existing resources - for example in the form of a building information model, which could provide support in the building permit process - are not being taken advantage of. In order to use digital tools to support decision-making by the building permit authorities, it is necessary to understand the current situation and to question conditions before pursuing the overall automation of internal authority processes as the sole solution. With a substantive-organizational consideration of the relevant areas that influence building permit determination, an improvement of the building permit procedure within authorities is proposed. Complex areas - such as legal situations, the use of technology, as well as the subjective alternative action - are determined and structured. With the development of a model for the determination of building permitability, both an understanding of influencing factors is conveyed and an increase in transparency for all parties involved is created. In addition to an international literature review, an empirical study served as the research method. The empirical study was conducted in the form of qualitative expert interviews in order to determine the current state in the field of building permit procedures. The collected data material was processed and subsequently subjected to a software-supported content analysis. The results were processed, in combination with findings from the literature review, in various analyses to form the basis for a proposed model. The result of the study is a decision model that closes the gap between the current processes within the building authorities and an overall automation of the building permit review process. The model offers support to examiners and applicants in determining building permit eligibility, through its process-oriented structuring of decision-relevant facts. The theoretical model could be transferred into practice in the form of a web application.}, subject = {Baugenehmigung}, language = {en} } @article{AlkamLahmer, author = {Alkam, Feras and Lahmer, Tom}, title = {A robust method of the status monitoring of catenary poles installed along high-speed electrified train tracks}, series = {Results in Engineering}, volume = {2021}, journal = {Results in Engineering}, number = {volume 12, article 100289}, publisher = {Elsevier}, address = {Amsterdam}, doi = {10.1016/j.rineng.2021.100289}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211011-45212}, pages = {1 -- 8}, abstract = {Electric trains are considered one of the most eco-friendly and safest means of transportation. Catenary poles are used worldwide to support overhead power lines for electric trains. The performance of the catenary poles has an extensive influence on the integrity of the train systems and, consequently, the connected human services. It became a must nowadays to develop SHM systems that provide the instantaneous status of catenary poles in- service, making the decision-making processes to keep or repair the damaged poles more feasible. This study develops a data-driven, model-free approach for status monitoring of cantilever structures, focusing on pre-stressed, spun-cast ultrahigh-strength concrete catenary poles installed along high-speed train tracks. The pro-posed approach evaluates multiple damage features in an unfied damage index, which leads to straightforward interpretation and comparison of the output. Besides, it distinguishes between multiple damage scenarios of the poles, either the ones caused by material degradation of the concrete or by the cracks that can be propagated during the life span of the given structure. Moreover, using a logistic function to classify the integrity of structure avoids the expensive learning step in the existing damage detection approaches, namely, using the modern machine and deep learning methods. The findings of this study look very promising when applied to other types of cantilever structures, such as the poles that support the power transmission lines, antenna masts, chimneys, and wind turbines.}, subject = {Fahrleitung}, language = {en} } @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{Schwerzmann, author = {Schwerzmann, Katia}, title = {Abolish! Against the Use of Risk Assessment Algorithms at Sentencing in the US Criminal Justice System}, series = {Philosophy \& Technology}, volume = {2021}, journal = {Philosophy \& Technology}, doi = {10.1007/s13347-021-00491-2}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211207-45417}, pages = {1 -- 22}, abstract = {In this article, I show why it is necessary to abolish the use of predictive algorithms in the US criminal justice system at sentencing. After presenting the functioning of these algorithms in their context of emergence, I offer three arguments to demonstrate why their abolition is imperative. First, I show that sentencing based on predictive algorithms induces a process of rewriting the temporality of the judged individual, flattening their life into a present inescapably doomed by its past. Second, I demonstrate that recursive processes, comprising predictive algorithms and the decisions based on their predictions, systematically suppress outliers and progressively transform reality to match predictions. In my third and final argument, I show that decisions made on the basis of predictive algorithms actively perform a biopolitical understanding of justice as management and modulation of risks. In such a framework, justice becomes a means to maintain a perverse social homeostasis that systematically exposes disenfranchised Black and Brown populations to risk.}, subject = {Biopolitik}, language = {en} } @article{LashkarAraKalantariSheikhKhozanietal., author = {Lashkar-Ara, Babak and Kalantari, Niloofar and Sheikh Khozani, Zohreh and Mosavi, Amir}, title = {Assessing Machine Learning versus a Mathematical Model to Estimate the Transverse Shear Stress Distribution in a Rectangular Channel}, series = {Mathematics}, volume = {2021}, journal = {Mathematics}, number = {Volume 9, Issue 6, Article 596}, publisher = {MDPI}, address = {Basel}, doi = {10.3390/math9060596}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210504-44197}, pages = {15}, abstract = {One of the most important subjects of hydraulic engineering is the reliable estimation of the transverse distribution in the rectangular channel of bed and wall shear stresses. This study makes use of the Tsallis entropy, genetic programming (GP) and adaptive neuro-fuzzy inference system (ANFIS) methods to assess the shear stress distribution (SSD) in the rectangular channel. To evaluate the results of the Tsallis entropy, GP and ANFIS models, laboratory observations were used in which shear stress was measured using an optimized Preston tube. This is then used to measure the SSD in various aspect ratios in the rectangular channel. To investigate the shear stress percentage, 10 data series with a total of 112 different data for were used. The results of the sensitivity analysis show that the most influential parameter for the SSD in smooth rectangular channel is the dimensionless parameter B/H, Where the transverse coordinate is B, and the flow depth is H. With the parameters (b/B), (B/H) for the bed and (z/H), (B/H) for the wall as inputs, the modeling of the GP was better than the other one. Based on the analysis, it can be concluded that the use of GP and ANFIS algorithms is more effective in estimating shear stress in smooth rectangular channels than the Tsallis entropy-based equations.}, subject = {Maschinelles Lernen}, language = {en} } @misc{Alabassy, type = {Master Thesis}, author = {Alabassy, Mohamed Said Helmy}, title = {Automated Approach for Building Information Modelling of Crack Damages via Image Segmentation and Image-based 3D Reconstruction}, doi = {10.25643/bauhaus-universitaet.6416}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20230818-64162}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {101}, abstract = {As machine vision-based inspection methods in the field of Structural Health Monitoring (SHM) continue to advance, the need for integrating resulting inspection and maintenance data into a centralised building information model for structures notably grows. Consequently, the modelling of found damages based on those images in a streamlined automated manner becomes increasingly important, not just for saving time and money spent on updating the model to include the latest information gathered through each inspection, but also to easily visualise them, provide all stakeholders involved with a comprehensive digital representation containing all the necessary information to fully understand the structure's current condition, keep track of any progressing deterioration, estimate the reduced load bearing capacity of the damaged element in the model or simulate the propagation of cracks to make well-informed decisions interactively and facilitate maintenance actions that optimally extend the service life of the structure. Though significant progress has been recently made in information modelling of damages, the current devised methods for the geometrical modelling approach are cumbersome and time consuming to implement in a full-scale model. For crack damages, an approach for a feasible automated image-based modelling is proposed utilising neural networks, classical computer vision and computational geometry techniques with the aim of creating valid shapes to be introduced into the information model, including related semantic properties and attributes from inspection data (e.g., width, depth, length, date, etc.). The creation of such models opens the door for further possible uses ranging from more accurate structural analysis possibilities to simulation of damage propagation in model elements, estimating deterioration rates and allows for better documentation, data sharing, and realistic visualisation of damages in a 3D model.}, subject = {Building Information Modeling}, language = {en} } @periodical{DolffBonekaemperPaulusSellmannetal., author = {Dolff-Bonek{\"a}mper, Gabi and Paulus, J{\"o}rg and Sellmann, Annika and Vogel, Carolin and Bargholz, Ortrun and Herrmann, Moritz Peter and L{\"o}ffler, Beate and Kretschmann, Schirin and Lotter, Stefanie and Ehrenpreis, David and Bockelmann, Leo and Langner, Sigrun and Sch{\"o}nberger, Sonya and Majdzadeh, Bahar}, title = {Collecting Loss}, editor = {Bogner, Simone and Dolff-Bonek{\"a}mper, Gabi and Meier, Hans-Rudolf}, publisher = {Bauhaus-Universit{\"a}tsverlag}, address = {Ilmtal-Weinstraße}, doi = {10.25643/bauhaus-universitaet.4321}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20201221-43217}, pages = {168}, abstract = {Wer sich mit "Identit{\"a}t" und "Erbe" befasst, also mit dem Zusammenhang zwischen der Konstituierung und Stabilit{\"a}t von Gemeinwesen und dem Bewahren von G{\"u}tern, Orten und {\"U}berlieferungen, kommt nicht umhin, sich auch mit Verlusten zu befassen. Verlust bezeichnet hier nicht die Abwesenheit eines Gutes, das Erbe war oder h{\"a}tte werden k{\"o}nnen, sondern die soziale Beziehung zu dem verlorenen Gut und zu den Umst{\"a}nden seines Verlorengehens oder auch den Versuchen, es wiederzugewinnen.}, subject = {Verlust}, language = {mul} } @phdthesis{AlKhatib2021, author = {Al Khatib, Khalid}, title = {Computational Analysis of Argumentation Strategies}, doi = {10.25643/bauhaus-universitaet.4461}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210719-44612}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {134}, year = {2021}, abstract = {The computational analysis of argumentation strategies is substantial for many downstream applications. It is required for nearly all kinds of text synthesis, writing assistance, and dialogue-management tools. While various tasks have been tackled in the area of computational argumentation, such as argumentation mining and quality assessment, the task of the computational analysis of argumentation strategies in texts has so far been overlooked. This thesis principally approaches the analysis of the strategies manifested in the persuasive argumentative discourses that aim for persuasion as well as in the deliberative argumentative discourses that aim for consensus. To this end, the thesis presents a novel view of argumentation strategies for the above two goals. Based on this view, new models for pragmatic and stylistic argument attributes are proposed, new methods for the identification of the modelled attributes have been developed, and a new set of strategy principles in texts according to the identified attributes is presented and explored. Overall, the thesis contributes to the theory, data, method, and evaluation aspects of the analysis of argumentation strategies. The models, methods, and principles developed and explored in this thesis can be regarded as essential for promoting the applications mentioned above, among others.}, subject = {Argumentation}, language = {en} } @phdthesis{Mauludin, author = {Mauludin, Luthfi Muhammad}, title = {Computational Modeling of Fracture in Encapsulation-Based Self-Healing Concrete Using Cohesive Elements}, doi = {10.25643/bauhaus-universitaet.4520}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211008-45204}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {170}, abstract = {Encapsulation-based self-healing concrete has received a lot of attention nowadays in civil engineering field. These capsules are embedded in the cementitious matrix during concrete mixing. When the cracks appear, the embedded capsules which are placed along the path of incoming crack are fractured and then release of healing agents in the vicinity of damage. The materials of capsules need to be designed in a way that they should be able to break with small deformation, so the internal fluid can be released to seal the crack. This study focuses on computational modeling of fracture in encapsulation-based selfhealing concrete. The numerical model of 2D and 3D with randomly packed aggreates and capsules have been developed to analyze fracture mechanism that plays a significant role in the fracture probability of capsules and consequently the self-healing process. The capsules are assumed to be made of Poly Methyl Methacrylate (PMMA) and the potential cracks are represented by pre-inserted cohesive elements with tension and shear softening laws along the element boundaries of the mortar matrix, aggregates, capsules, and at the interfaces between these phases. The effects of volume fraction, core-wall thickness ratio, and mismatch fracture properties of capsules on the load carrying capacity of self-healing concrete and fracture probability of the capsules are investigated. The output of this study will become valuable tool to assist not only the experimentalists but also the manufacturers in designing an appropriate capsule material for self-healing concrete.}, subject = {beton}, language = {en} } @phdthesis{Pereyra2022, author = {Pereyra, Ail{\´e}n Suyai}, title = {Continuidades, tensiones y rupturas en las pr{\´a}cticas del habitar, en el marco de las transformaciones de barrios 'tradicionales'. El Caso de barrio G{\"u}emes 2000-2016}, doi = {10.25643/bauhaus-universitaet.4651}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20220524-46511}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {263}, year = {2022}, abstract = {El presente trabajo se inscribe en el campo de los estudios urbanos y plantea como ejes estructurantes la intersección entre las políticas públicas, el barrio y las prácticas del habitar (de Certeau, 1996, 1999; Gravano, 2003) en el marco de las transformaciones del espacio urbano en los barrios pericentrales, también denominados tradicionales de la ciudad de Córdoba, particularmente lo acontecido en Barrio G{\"u}emes, durante el periodo 2010-2016. El propósito del abordaje se inscribe en conocer y realizar aportes generalizables a la comprensión de las prácticas del habitar como unidad de análisis. En ese marco, el problema de investigación se formula en el siguiente interrogante: ?'cómo se modifican las prácticas del habitar en el marco de las transformaciones urbanas, en un modo de producción capitalista? Se entiende a las prácticas como acciones elementales de las "artes de hacer" que las personas ordinarias ponen en marcha en su vida cotidiana: para circular, cocinar, trabajar, vincularse. También, a través de las mismas resignifican los espacios, les otorgan una valoración (positiva o negativa), se identifican como parte de la identidad y a su vez se reconocen lugares de (des)encuentro y vías de circulación. Para su abordaje se toma como unidad de estudio el caso de barrio G{\"u}emes. El recorte espacial (o físico) del trabajo empírico está localizado en la ciudad de Córdoba, y se sitúa en la periferia del área central. Esta localización permite comprender el surgimiento de las primeras expansiones urbanas como consecuencia del crecimiento demográfico y cómo estas, se transformaron en los primeros barrios. El recorte temporal se encuentra delimitado entre los años 2000 y 2016, respaldado intencionalmente por dos acontecimientos significativos: el censo de población (2001) y la celebración del Bicentenario de la Independencia en Argentina. Los cambios materializados en ciertos espacios urbanos, tanto en ciudades latinoamericanas (Buenos Aires, Salvador de Bahía en Brasil, México Distrito Federal, etc.) como en otras partes del mundo (New Orleans en los Estados Unidos, el distrito de Kreuzberg- Friedrichshain en Berlín, el puerto de Hamburgo en Alemania, etc.) demuestran cómo estos espacios se van transformado acorde al modo de reproducción capitalista. Pues, se trataba de espacios que en algún momento cumplieron funciones económicas-sociales jerarquizadas y luego por la dinámica misma del capitalismo, la sobreacumulación, dejan de ser rentables y pasan a ser espacios "obsoletos". En ese sentido, la omisión de acciones públicas y/o privadas, la desatención y el crecimiento de situaciones sociales conflictivas (delitos, inseguridad, degradación) en estos espacios, funciona como argumento para que los gobiernos locales comiencen a planear el futuro y modernizarlos. De esta manera, se plantean políticas urbanas con el objetivo de impulsar acciones de renovación o rehabilitación para dinamizar económicamente determinados sectores. Dos elementos discursivos aparecen como posibilitadores del proceso de renovación urbana: el turismo y el patrimonio. En ese sentido, bajo la recuperación patrimonial de ciertos lugares se dinamizan los territorios, por lo que el turismo se vuelve una herramienta económica que produce un excedente de plusvalía. La puesta en valor de bienes tangibles e intangibles atrae la afluencia de visitantes y, a la vez, es rentable económicamente. Ahora bien, muchas veces los proyectos tienen en cuenta las variables morfológicas y físicas, dejando en un segundo plano el impacto en el espacio próximo y las relaciones entre los habitantes con su territorio. Actualmente los espacios elegidos por los municipios para la intervención pública y/o privada son los barrios, puesto que son espacios cercanos al centro y considerados estratégicos. Por lo general, el argumento es la necesidad de rehabilitar/renovar zonas poco aprovechadas o degradadas con el objetivo de mejorar la calidad de vida de la población y dinamizar el sector (Brites, 2017; Guevara, 2012). Desde los 2000 el barrio G{\"u}emes asiste a un proceso de crecimiento inusitado. La cantidad de artesanos se disparó y variedad de productos ofrecidos, emergieron los comercios que forman parte de la oferta comercial, gastronómica y cultural del barrio. Hace varios años, presenta nuevos actores económicos que se pueden observar en la apertura de galerías comerciales; ubicadas sobre el eje de las calles Belgrano, Achával Rodríguez, Fructuoso Rivera y la creciente aparición de edificaciones alrededor de la feria artesanal histórica; con la venta y exposición de piezas del arte plástico, gastronomía, negocios de diseñadores cordobeses y hasta la inclusión de la idea del del "desarrollo sustentable" en los techos de las galerías. La modificación del corpus normativo, la aparición de edificación en altura y el boom económico tuvieron como resultado, la valorización del suelo urbano, la retroalimentación en el espacio con el emplazamiento de nuevas actividades comerciales y servicios culturales. A la par, en el espacio barrial se presentan nuevos residentes con otros hábitos y prácticas que ponen en disputa los modos de habitar en el espacio. A riesgo de simplificar, estas transformaciones fueron producto de los cambios políticoideológicos, de los modelos e instrumentos de gestión urbana puestos en juego en los diversos momentos históricos y de las propias prácticas sociales y culturales de los habitantes. De esta manera, se centrará la mirada analítica en las transformaciones de las prácticas del habitar de los pobladores de los Barrios G{\"u}emes, en el marco de la metamorfosis del espacio urbano (atravesado por tendencias de mediatización y mercantilización de la experiencia) que conjugó un proceso de intersección y asociatividad entre políticas públicas y expansión inmobiliaria.}, subject = {Stadtviertel}, language = {es} } @misc{Noeske, author = {N{\"o}ske, Lilo}, title = {Corviale en d{\´e}rive}, volume = {2021}, publisher = {Lucia Verlag}, address = {Weimar}, doi = {10.25643/bauhaus-universitaet.4439}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210603-44399}, pages = {20}, abstract = {Corviale en d{\´e}rive ist eine Reise vom Zentrum Roms bis hin in dessen Peripherie. Sie gleicht einem situationistischen Spaziergang, welcher eine {\"a}ußerst befreiende {\"U}bung darstellt und die uns, wo immer wir uns auch auf dieser Welt befinden m{\"o}gen, stets ein wenig Leichtigkeit schenken kann.}, subject = {Architektur}, language = {de} } @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{LegatiukWeiszPatrault, author = {Legatiuk, Dmitrii and Weisz-Patrault, Daniel}, title = {Coupling of Complex Function Theory and Finite Element Method for Crack Propagation Through Energetic Formulation: Conformal Mapping Approach and Reduction to a Riemann-Hilbert Problem}, series = {Computational Methods and Function Theory}, volume = {2021}, journal = {Computational Methods and Function Theory}, publisher = {Springer}, address = {Heidelberg}, doi = {10.1007/s40315-021-00403-7}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210805-44763}, pages = {1 -- 23}, abstract = {In this paper we present a theoretical background for a coupled analytical-numerical approach to model a crack propagation process in two-dimensional bounded domains. The goal of the coupled analytical-numerical approach is to obtain the correct solution behaviour near the crack tip by help of the analytical solution constructed by using tools of complex function theory and couple it continuously with the finite element solution in the region far from the singularity. In this way, crack propagation could be modelled without using remeshing. Possible directions of crack growth can be calculated through the minimization of the total energy composed of the potential energy and the dissipated energy based on the energy release rate. Within this setting, an analytical solution of a mixed boundary value problem based on complex analysis and conformal mapping techniques is presented in a circular region containing an arbitrary crack path. More precisely, the linear elastic problem is transformed into a Riemann-Hilbert problem in the unit disk for holomorphic functions. Utilising advantages of the analytical solution in the region near the crack tip, the total energy could be evaluated within short computation times for various crack kink angles and lengths leading to a potentially efficient way of computing the minimization procedure. To this end, the paper presents a general strategy of the new coupled approach for crack propagation modelling. Additionally, we also discuss obstacles in the way of practical realisation of this strategy.}, subject = {Angewandte Mathematik}, language = {en} } @phdthesis{PreisDutra, author = {Preis Dutra, Joatan}, title = {Cultural Heritage on Mobile Devices: Building Guidelines for UNESCO World Heritage Sites' Apps}, doi = {10.25643/bauhaus-universitaet.4531}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211129-45319}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {360}, abstract = {Technological improvements and access provide a fertile scenario for creating and developing mobile applications (apps). This scenario results in a myriad of Apps providing information regarding touristic destinations, including those with a cultural profile, such as those dedicated to UNESCO World Heritage Sites (WHS). However, not all of the Apps have the same efficiency. In order to have a successful app, its development must consider usability aspects and features aligned with reliable content. Despite the guidelines for mobile usability being broadly available, they are generic, and none of them concentrates specifically into cultural heritage places, especially on those placed in an open-air scenario. This research aims to fulfil this literature gap and discusses how to adequate and develop specific guidelines for a better outdoor WHS experience. It uses an empirical approach applied to an open-air WHS city: Weimar and its Bauhaus and Classical Weimar sites. In order to build a new set of guidelines applied for open-air WHS, this research used a systematic approach to compare literature-based guidelines to industry-based ones (based on affordances), extracted from the available Apps dedicated to WHS set in Germany. The instructions compiled from both sources have been comparatively tested by using two built prototypes from the distinctive guidelines, creating a set of recommendations collecting the best approach from both sources, plus suggesting new ones the evaluation.}, subject = {Benutzerschnittstellenentwurfssystem}, language = {en} } @article{Wenzel, author = {Wenzel, Mirjam}, title = {Das partikulare Ged{\"a}chtnis j{\"u}discher Museen}, doi = {10.25643/bauhaus-universitaet.4535}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20211129-45355}, pages = {24}, abstract = {Bauhaus-Gastprofessorin Mirjam Wenzel referierte am 30. Juni 2021 im Audimax der Bauhaus-Universit{\"a}t Weimar zur Entstehungsgeschichte und Konzeption J{\"u}discher Museen. Dabei ging sie darauf ein, inwiefern diese Museen besonders relevant f{\"u}r aktuelle gesellschaftliche und politische Fragestellungen sind. Prof. Wenzels zweiter {\"o}ffentlicher Vortrag an der Bauhaus-Universit{\"a}t Weimar skizzierte die Potentiale von Kultureinrichtungen in Zeiten gesellschaftspolitischer Ver{\"a}nderungen im Allgemeinen und die Bedeutung J{\"u}discher Museen angesichts verbaler und t{\"a}tlicher Gewalt gegen J{\"u}dinnen und Juden im Besonderen.}, subject = {Ged{\"a}chtnis}, language = {de} } @phdthesis{Gruender, author = {Gr{\"u}nder, Anika}, title = {Denkmalzug{\"a}nge zwischen Abgrenzen, Genießen, Erinnern und Teilhaben}, doi = {10.25643/bauhaus-universitaet.4456}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210628-44569}, school = {Bauhaus-Universit{\"a}t Weimar}, pages = {349}, abstract = {Die interdisziplin{\"a}re Dissertationsschrift l{\"a}sst sich im Horizont internationaler Forschungen zu Denkmalwerten, neuer Ans{\"a}tze in der Kultur- und Wissensvermittlung rund um Baudenkmale sowie k{\"u}nstlerisch- ethnographischem Forschen an und mit Denkmalen verorten. Der erste Teil der Arbeit widmet sich Denkmalen und der Denkmalpflege im Kontext k{\"u}nstlerischer und sozialwissenschaftlicher Allianzen. Ausgangspunkt ist die Feststellung, dass die Denkmalpflege zwar sehr vieles {\"u}ber Denkmale weiß, aber kaum etwas {\"u}ber deren Rezeption beim breiten Publikum. Im Mittelpunkt steht die Frage, wie hier Praktiken der bildenden Kunst und Arbeitsweisen der Kulturanthropologie die Disziplin der Denkmalpflege bereichern k{\"o}nnen, oder sogar m{\"u}ssen. Den zweiten Teil bildet eine empirische Studie, in der die popul{\"a}re Wahrnehmung von Denkmalen qualitativ erforscht wird. Das Schloss und Rittergut Bedheim im s{\"u}dlichen l{\"a}ndlichen Th{\"u}ringen dient dabei als konkreter Untersuchungsort. Reaktionen von Besucherinnen und Besuchern werden mit Hilfe von drei k{\"u}nstlerischen Eingriffen angeregt und diese dann ethnographisch-offen dokumentiert und ausgewertet. Auf dieser Basis werden Zug{\"a}nge zum Denkmal ermittelt. W{\"a}hrend die meisten BesucherInnen das Denkmal als „Arbeit" wahrnehmen, geraten einige ins „Tr{\"a}umen" oder „Erinnern", man „genießt" das Ensemble als authentische und {\"a}sthetische Ressource, oder findet Zugang {\"u}ber das spontane „Erkl{\"a}ren" baukonstruktiver oder baulicher Situationen. F{\"u}r andere bedeutet der Besuch die „Teilhabe" an einem Prozess. Schloss Bedheim wird als Ort stetiger Ver{\"a}nderung gesch{\"a}tzt. In der Wahrnehmung der BesucherInnen verquicken sich Aspekte des Bewunderns mit solchen des Abgrenzens. Die eigene Alltagswelt und das eigene Zuhause bilden hierbei Bezugspunkte. Schloss Bedheim wird auf diese Weise zum Imaginationsraum, zur Energietankstelle und zur gern besuchten Problemwelt. Die Ergebnisse der Arbeit liegen in zwei Erkenntnisfeldern: Auf einer methodischen Ebene zeigt sie, wie in der Denkmalpflege vertiefte Fachlichkeit mit einer tats{\"a}chlichen Kontaktaufnahme mit dem Publikum verbunden werden kann und damit soziale Gef{\"u}ge an Baudenkmalen qualitativ ermittelt werden k{\"o}nnen. Ebenso wird deutlich, dass k{\"u}nstlerische Eingriffe Ausl{\"o}ser von Gespr{\"a}chen sind, als Kontaktfl{\"a}chen zur Alltagswelt dienen und so zu einer vielf{\"a}ltigen Auseinandersetzung mit Denkmalen f{\"u}hren. Auf einer inhaltlichen Ebene liefert die Arbeit Erkenntnisse zu Wahrnehmungsweisen von Denkmalen. Neben den erw{\"a}hnten Zug{\"a}ngen, wird die Existenz und Bedeutung einer regional vernetzten Wahrnehmung von Denkmalen aufgedeckt. Des Weiteren zeigen die Ergebnisse, dass das {\"O}ffnen von Baudenkmalen als und im Prozess ungenutzte Potentiale birgt und es wird angeregt, dies in zuk{\"u}nftigen denkmalpflegerischen Konzepten eine gr{\"o}ßere Rolle spielen zu lassen. Die Vision eines „Kompendiums der Zug{\"a}nge" wird entwickelt, mit dessen Hilfe sich ein enormes Wissen {\"u}ber Rollen und Bedeutungen die Baudenkmale in unserer Gesellschaft spielen, sammeln ließe.}, subject = {Denkmalpflege}, language = {de} } @book{Radecke, author = {Radecke, Thomas}, title = {Der Allgemeine Deutsche Musikverein in der Fachpresse von 1859 bis 1900. Ein Beitrag zur Geschichte der Musikkritik (Texte und Kontexte)}, doi = {10.25643/bauhaus-universitaet.4387}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210305-43878}, publisher = {Hochschule f{\"u}r Musik FRANZ LISZT}, pages = {561}, abstract = {Ohne das fast achtzigj{\"a}hrige Wirken des Allgemeinen Deutschen Musikvereins (ADMV) w{\"u}rde das deutsche Musikleben in seiner heutigen Form nicht existieren. Die kritische Edition Die Musikfeste des Allgemeinen Deutschen Musikvereins von 1859 bis 1937 (Eine Dokumentation der Veranstaltungen), herausgegeben von Jan Neubauer und Thomas Radecke, erschließt bereits erstmals grundlegende Quellen der Programme zu seinen nahezu j{\"a}hrlich anderen Orts veranstalteten Musikfesten und ist ebenfalls hier online abrufbar. Diese Datenbasis vertieft f{\"u}r den Zeitraum von vier deutschen Systemen den Diskurs {\"u}ber Probleme der Repertoirebildung, Institutionalisierung, Kommerzialisierung und Mediation von Musik. 1861 als erster {\"u}berregionaler deutscher Musikverein mit dem offiziellen Ziel der Integration musikalisch gegens{\"a}tzlicher zeitgen{\"o}ssischer Richtungen und k{\"u}nstlerischen Nachwuchsf{\"o}rderung konstituiert, trat der ADMV einerseits kosmopolitisch auf, und seine Musikfeste entwickelten sich zu einem Forum f{\"u}r internationale zeitgen{\"o}ssische Musik wie einem Podium f{\"u}r die Wiederentdeckung {\"a}lterer Musik. Hier erlebten Werke von Richard Strauss, Gustav Mahler und Arnold Sch{\"o}nberg fr{\"u}he, vielbeachtete Auff{\"u}hrungen. Anderseits reiften parallel dazu protonationalistische Tendenzen zu einem Nationalismus heran, der die Musikfeste 1938 nahtlos in die nationalsozialistischen Reichsmusiktage {\"u}berf{\"u}hren konnte. Mit dem zur Mitte des 19. Jahrhunderts ausgebrochenen Parteienstreit der Konservativen um Brahms mit der Neudeutschen Schule Liszts und Wagners trat mit der Institutionalisierung der letzteren im ADMV ein bis heute singul{\"a}res nationales Musikfestkonzept auf den Plan, das von Anbeginn medial gest{\"u}tzt war: die Tonk{\"u}nstler-Versammlungen. Vor Ort berichteten neudeutsche Autoren pro domo f{\"u}r das Vereinsorgan Neue Zeitschrift f{\"u}r Musik, was von Rezensenten der konservativen Musikpresse scharf konterkariert wurde und so ein allseitig umfassendes Bild dieser musikalischen Novit{\"a}tenmessen in ihrem stetigen Wandel abgibt. Diese Publikation ist im von der Deutschen Forschungsgemeinschaft gef{\"o}rderten Projekt Der Allgemeine Deutsche Musikverein (ADMV, 1861-1937) - ein internationales Forum der Musik in Deutschlands Mitte am Gemeinsamen Institut f{\"u}r Musikwissenschaft Weimar-Jena der Hochschule f{\"u}r Musik FRANZ LISZT und der Friedrich-Schiller-Universit{\"a}t entstanden.}, subject = {Fachpresse}, language = {de} } @article{SeichterNesslerKnopf, author = {Seichter, Cosima Zita and Neßler, Miriam and Knopf, Paul}, title = {Der Refugee District in Belgrad. Ein Raum der Nicht-Bewegung zwischen neoliberaler Stadtentwicklung, serbischem Migrationsmanagement und EU-Grenzregime}, series = {sub\urban. Zeitschrift f{\"u}r Kritische Stadtforschung}, volume = {2021}, journal = {sub\urban. Zeitschrift f{\"u}r Kritische Stadtforschung}, number = {Band 9, Heft 1/2}, publisher = {sub\urban e.V.}, address = {Berlin}, doi = {10.36900/suburban.v9i1/2.622}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20210805-44776}, pages = {225 -- 234}, abstract = {Durch internationale Fluchtbewegungen {\"u}ber die sogenannte Balkanroute bildete sich in Serbiens Hauptstadt Belgrad in den letzten Jahren ein sogenannter Refugee District heraus. Im Kontext von Migration und Flucht werden dabei zahlreiche Spannungsfelder auf unterschiedlichen r{\"a}umlichen und politischen Ebenen sichtbar. F{\"u}r Fl{\"u}chtende kreieren diese eine Situation, die von Stillstand, Ausweglosigkeit, Kontrolle, Gefahr und Verdr{\"a}ngung gepr{\"a}gt ist. Allerdings f{\"u}hren die Vielschichtigkeit und die Diversit{\"a}t unterschiedlicher Akteur*innen, die bez{\"u}glich der Situation von Fl{\"u}chtenden auf der Balkanroute wirkm{\"a}chtig sind, auch zu Nischen, Widerst{\"a}ndigkeiten und der M{\"o}glichkeit (neuer) Allianzen. Auf diese Weise entsteht eine kollektive Praktik der Nicht-Bewegung im Widerstand gegen die Unterdr{\"u}ckung und f{\"u}r globale Bewegungsfreiheit.}, subject = {Belgrad}, language = {de} }