@periodical{OPUS4-4841,
  title     = {Schwerpunkt Angst},
  volume    = {2009},
  number    = {0.2009},
  editor    = {Engell, Lorenz and Siegert, Bernhard},
  publisher = {Felix Meiner Verlag},
  address   = {Hamburg},
  organization    = {Internationales Kolleg f{\"u}r Kulturtechnikforschung und Medienphilosophie},
  issn      = {2366-0767},
  doi       = {10.28937/ZMK-0-1},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20240507-48413},
  pages     = {207},
  abstract  = {Nach einem Jahrhundert ihres relativ soliden, fraglosen Bestehens sind die modernen Geisteswissenschaften seit etwa 25 Jahren einer tiefgreifenden Herausforderung ausgesetzt. Diese Herausforderung ist so epochal wie die Entstehung der Geisteswissenschaften selbst. Sie wurde und wird weiterhin weder von den exaktwissenschaftlichen Fakult{\"a}ten noch von den {\"O}konomisierungsanf{\"a}llen der Politik vorgetragen, sondern vielmehr vom Aufkommen eines ganz neuen Wissenstyps aus dem Herzen der philosophischen F{\"a}cher selbst. Die Herausbildung und anschließende Institutionalisierung dieses neuen Wissenstyps geschah zun{\"a}chst disparat und ist heute bei weitem noch nicht abgeschlossen. Aber er hat sich unter verschiedenen Bezeichnungen und in verschiedenen Verfassungen doch inzwischen nachdr{\"u}cklich etabliert. Seine gewiss wirksamste Form hat dieser neue Wissenstyp und hat diese Herausforderung unter der Bezeichnung der Medien- und Kulturwissenschaft erfahren. Medien- und Kulturwissenschaft muss sich heute, anders als vor gut zwanzig Jahren, kaum mehr eigens behaupten. Die Frage ist nur noch, ob sie sich innerhalb des Kanons der F{\"a}cher der philosophischen Fakult{\"a}t als ein weiteres Paradigma der Geisteswissenschaften durchsetzt oder aber außerhalb Platz findet, als Kompensationsunternehmen.},
  subject      = {Medienwissenschaft},
  language  = {de}
}
@article{Lahmer,
  author    = {Lahmer, Tom},
  title     = {Modified Landweber iterations in a multilevel algorithm applied to inverse problems in piezoelectricity},
  series = {Journal of Inverse and Ill-posed Problems},
  journal   = {Journal of Inverse and Ill-posed Problems},
  pages     = {585 -- 593},
  abstract  = {Modified Landweber iterations in a multilevel algorithm applied to inverse problems in piezoelectricity},
  subject      = {Angewandte Mathematik},
  language  = {en}
}
@article{HauckLahmerKaltenbacher,
  author    = {Hauck, A. and Lahmer, Tom and Kaltenbacher, Manfred},
  title     = {Enhanced homogenization technique for magnetomechanical systems using the generalized finite element method},
  series = {COMPEL: The international journal for computation and mathematics in electrical and electronic engineering},
  journal   = {COMPEL: The international journal for computation and mathematics in electrical and electronic engineering},
  pages     = {935 -- 947},
  abstract  = {Enhanced homogenization technique for magnetomechanical systems using the generalized finite element method},
  subject      = {Angewandte Mathematik},
  language  = {en}
}
@article{NguyenThanhRabczukNguyenXuanetal.,
  author    = {Nguyen-Thanh, Nhon and Rabczuk, Timon and Nguyen-Xuan, Hung and Bordas, St{\´e}phane Pierre Alain},
  title     = {An alternative alpha finite element method (A?FEM) free and forced vibration analysis of solids using triangular meshes},
  series = {Journal of Computational and Applied Mathematics},
  journal   = {Journal of Computational and Applied Mathematics},
  pages     = {2112 -- 2135},
  abstract  = {An alternative alpha finite element method (A?FEM) free and forced vibration analysis of solids using triangular meshes},
  subject      = {Angewandte Mathematik},
  language  = {en}
}
@article{LutherKoenke,
  author    = {Luther, Torsten and K{\"o}nke, Carsten},
  title     = {Polycrystal models for the analysis of intergranular crack growth in metallic materials},
  series = {Engineering Fracture Mechanics},
  journal   = {Engineering Fracture Mechanics},
  pages     = {2332 -- 2343},
  abstract  = {Polycrystal models for the analysis of intergranular crack growth in metallic materials},
  subject      = {Angewandte Mathematik},
  language  = {en}
}
@article{Muhle,
  author    = {Muhle, Maria},
  title     = {The vitality of power. A genealogy of biopolitics with Foucault and Canguilhem},
  series = {Revista de Ciencia Politica},
  journal   = {Revista de Ciencia Politica},
  doi       = {10.4067/S0718-090X2009000100008},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170428-31735},
  pages     = {143 -- 163},
  abstract  = {This text proposes a genealogy of biopolitics based on Michel Foucault's thought, and on an understanding of it as a philosophico-political notion. In order to elaborate this genealogy, the text takes as its starting point not only politics but also life, as the second component of the term. The hypothesis is the following: To understand what biopolitics means, we have to take seriously Foucault's assertion of an indetermination of life, as the correlate of power and knowledge. This notion emerges in the epistemic break that takes place around 1800 and that entails the opening up of the notion of biopolitics under the name of governmentality, implying that life is not only the object of biopolitics but also serves as its model.},
  subject      = {Biopolitik},
  language  = {es}
}
@article{TatliLucks,
  author    = {Tatli, Emin Islam and Lucks, Stefan},
  title     = {Mobile Identity Management Revisited},
  series = {Electronic Notes in Theoretical Computer Science},
  journal   = {Electronic Notes in Theoretical Computer Science},
  doi       = {10.1016/j.entcs.2009.07.044},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170426-31640},
  pages     = {125 -- 137},
  abstract  = {Identity management provides PET (privacy enhancing technology) tools for users to control privacy of their personal data. With the support of mobile location determination techniques based on GPS, WLAN, Bluetooth, etc., context-aware and location-aware mobile applications (e.g. restaurant finder, friend finder, indoor and outdoor navigation, etc.) have gained quite big interest in the business and IT world. Considering sensitive static personal information (e.g. name, address, phone number, etc.) and also dynamic personal information (e.g. current location, velocity in car, current status, etc.), mobile identity management is required to help mobile users to safeguard their personal data. In this paper, we evaluate certain required aspects and features (e.g. context-to-context dependence and relation, blurring in levels, trust management with p3p integration, extended privacy preferences, etc.) of mobile identity management},
  subject      = {Privatsph{\"a}re},
  language  = {en}
}
@article{SchraderHennigThurau,
  author    = {Schrader, Ulf and Hennig-Thurau, Thorsten},
  title     = {VHB-JOURQUAL2: Method, Results, and Implications of the German Academic Association for Business Research's Journal Ranking},
  series = {Business Research},
  journal   = {Business Research},
  doi       = {10.1007/BF03342710},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170426-31628},
  pages     = {180 -- 204},
  abstract  = {VHB-JOURQUAL represents the official journal ranking of the German Academic Association for Business Research. Since its introduction in 2003, the ranking has become the most influential journal evaluation approach in German-speaking countries, impacting several key managerial decisions of German, Austrian, and Swiss business schools. This article reports the methodological approach of the ranking's second edition. It also presents the main results and additional analyses on the validity of the rating and the underlying decision processes of the respondents. Selected implications for researchers and higher-education institutions are discussed.},
  subject      = {Rating},
  language  = {en}
}
@article{ScheuermannHuebnerSchlaegeretal.,
  author    = {Scheuermann, Alexander and Huebner, Christof and Schlaeger, Stefan and Wagner, Norman and Becker, Rolf and Bieberstein, Andreas},
  title     = {Spatial time domain reflectometry and its application for the measurement of water content distributions along flat ribbon cables in a full-scale levee model},
  series = {Water Resources Research},
  journal   = {Water Resources Research},
  doi       = {10.1029/2008WR007073},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170425-31601},
  abstract  = {Spatial time domain reflectometry (spatial TDR) is a new measurement method for determining water content profiles along elongated probes (transmission lines). The method is based on the inverse modeling of TDR reflectograms using an optimization algorithm. By means of using flat ribbon cables it is possible to take two independent TDRmeasurements from both ends of the probe, which are used to improve the spatial information content of the optimization results and to consider effects caused by electrical conductivity. The method has been used for monitoring water content distributions on a full-scale levee model made of well-graded clean sand. Flood simulation tests, irrigation tests, and long-term observations were carried out on the model. The results show that spatial TDR is able to determine water content distributions with an accuracy of the spatial resolution of about ±3 cm compared to pore pressure measurements and an average deviation of ±2 vol \% compared to measurements made using another independent TDR measurement system.},
  subject      = {Damm},
  language  = {en}
}
@article{SchanzTripathy,
  author    = {Schanz, Tom and Tripathy, Snehasis},
  title     = {Swelling pressure of a divalent-rich bentonite: Diffuse double-layer theory revisited},
  series = {Water Resources Research},
  journal   = {Water Resources Research},
  doi       = {10.1029/2007WR006495},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170425-31592},
  abstract  = {Physicochemical forces are responsible for the swelling pressure development in saturated bentonites. In this paper, the swelling pressures of several compacted bentonite specimens for a range of dry density of 1.10-1.73 Mg/m3 were measured experimentally. The clay used was a divalent-rich Ca-Mg-bentonite with 12\% exchangeable Na+ ions. The theoretical swelling pressure-dry density relationship for the bentonite was determined from the Gouy-Chapman diffuse double-layer theory. A comparison of experimental and theoretical results showed that the experimental swelling pressures are either smaller or greater than their theoretical counterparts within different dry density ranges. It is shown that for dry density of the clay less than about 1.55 Mg/m3, a possible dissociation of ions from the surface of the clay platelets contributed to the diffuse double-layer repulsion. At higher dry densities, the adsorptive forces due to surface and ion hydration dominated the swelling pressures of the clay. A comparison of the modified diffuse double-layer theory equations proposed in the literature to determine the swelling pressures of compacted bentonites and the experimental results for the clay in this study showed that the agreement between the calculated and experimental swelling pressure results is very good for dry densities less than 1.55 Mg/m3, whereas at higher dry densities the use of the equations was found to be limited.},
  subject      = {Bentonit},
  language  = {en}
}
@article{KreibichPirothSeifertetal.,
  author    = {Kreibich, H. and Piroth, K. and Seifert, I. and Maiwald, Holger and Kunert, U. and Schwarz, Jochen and Merz, B. and Thieken, A. H.},
  title     = {Is flow velocity a significant parameter in flood damage modelling?},
  series = {Natural Hazards and Earth System Science},
  journal   = {Natural Hazards and Earth System Science},
  doi       = {10.25643/bauhaus-universitaet.3145},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170425-31455},
  pages     = {1679 -- 1692},
  abstract  = {Flow velocity is generally presumed to influence flood damage. However, this influence is hardly quantified and virtually no damage models take it into account. Therefore, the influences of flow velocity, water depth and combinations of these two impact parameters on various types of flood damage were investigated in five communities affected by the Elbe catchment flood in Germany in 2002. 2-D hydraulic models with high to medium spatial resolutions were used to calculate the impact parameters at the sites in which damage occurred. A significant influence of flow velocity on structural damage, particularly on roads, could be shown in contrast to a minor influence on monetary losses and business interruption. Forecasts of structural damage to road infrastructure should be based on flow velocity alone. The energy head is suggested as a suitable flood impact parameter for reliable forecasting of structural damage to residential buildings above a critical impact level of 2m of energy head or water depth. However, general consideration of flow velocity in flood damage modelling, particularly for estimating monetary loss, cannot be recommended.},
  subject      = {Str{\"o}mungsgeschwindigkeit},
  language  = {en}
}
@article{KoenigBauriedel,
  author    = {K{\"o}nig, Reinhard and Bauriedel, Christian},
  title     = {Generating settlement structures: a method for urban planning and analysis supported by cellular automata},
  series = {Environment and Planning B: Planning and Design},
  journal   = {Environment and Planning B: Planning and Design},
  doi       = {10.25643/bauhaus-universitaet.2605},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160624-26054},
  pages     = {602 -- 624},
  abstract  = {Previous models for the explanation of settlement processes pay little attention to the interactions between settlement spreading and road networks. On the basis of a dielectric breakdown model in combination with cellular automata, we present a method to steer precisely the generation of settlement structures with regard to their global and local density as well as the size and number of forming clusters. The resulting structures depend on the logic of how the dependence of the settlements and the road network is implemented to the simulation model. After analysing the state of the art we begin with a discussion of the mutual dependence of roads and land development. Next, we elaborate a model that permits the precise control of permeability in the developing structure as well as the settlement density, using the fewest necessary control parameters. On the basis of different characteristic values, possible settlement structures are analysed and compared with each other. Finally, we reflect on the theoretical contribution of the model with regard to the context of urban dynamics.},
  language  = {en}
}
@inproceedings{KoenigMueller,
  author    = {K{\"o}nig, Reinhard and M{\"u}ller, Daniela},
  title     = {Simulating the development of residential areas of the city of Vienna from 1888 to 2001},
  series = {Compendium of Abstracts of the 8th International Conference on Urban Planning and Environment (UPE8)},
  booktitle = {Compendium of Abstracts of the 8th International Conference on Urban Planning and Environment (UPE8)},
  address   = {Kaiserslautern, Germany},
  doi       = {10.25643/bauhaus-universitaet.2606},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20160622-26066},
  pages     = {23},
  abstract  = {The structure and development of cities can be seen and evaluated from different points of view. By replicating the growth or shrinkage of a city using historical maps depicting different time states, we can obtain momentary snapshots of the dynamic mechanisms of the city. An examination of how these snapshots change over the course of time and a comparison of the different static time states reveals the various interdependencies of population density, technical infrastructure and the availability of public transport facilities. Urban infrastructure and facilities are not distributed evenly across the city - rather they are subject to different patterns and speeds of spread over the course of time and follow different spatial and temporal regularities. The reasons and underlying processes that cause the transition from one state to another result from the same recurring but varyingly pronounced hidden forces and their complex interactions. Such forces encompass a variety of economic, social, cultural and ecological conditions whose respective weighting defines the development of a city in general. Urban development is, however, not solely a product of the different spatial distribution of economic, legal or social indicators but also of the distribution of infrastructure. But to what extent is the development of a city affected by the changing provision of infrastructure? As},
  subject      = {Simulation},
  language  = {en}
}
@incollection{Hartmann,
  author    = {Hartmann, Frank},
  title     = {Zur Philosophie der "Weltcommunication"},
  series = {Die Vermessung des Ungeheuren. Philosophie nach Peter Sloterdijk},
  booktitle = {Die Vermessung des Ungeheuren. Philosophie nach Peter Sloterdijk},
  publisher = {Wilhelm Fink},
  address   = {M{\"u}nchen},
  doi       = {10.25643/bauhaus-universitaet.2275},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20140815-22752},
  pages     = {400 -- 411},
  abstract  = {Im 19. Jahrhundert entstanden Weltprojekte wie die Verkabelung der Ozeane, die Kommunikation globalisierten. Der Beitrag diskutiert die philosophische Reaktion von Ernst Kapp (1877)},
  subject      = {Mediengeschichte},
  language  = {de}
}
@inproceedings{TheilerTauscherTulkeetal.,
  author    = {Theiler, Michael and Tauscher, Eike and Tulke, Jan and Riedel, Thomas},
  title     = {Visualisierung von IFC-Objekten mittels Java3D},
  series = {Forum Bauinformatik 2009},
  booktitle = {Forum Bauinformatik 2009},
  editor    = {von Both, Petra and Koch, Volker},
  publisher = {Universit{\"a}tsverlag},
  address   = {Karlsruhe},
  isbn      = {978-3-86644-396-9},
  doi       = {10.25643/bauhaus-universitaet.1814},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20130107-18149},
  pages     = {149 -- 159},
  abstract  = {Die Planung komplexer Bauwerke erfolgt zunehmend mit rechnergest{\"u}tzten Planungswerkzeugen, die den Export von Bauwerksinformationen im STEP-Format auf Grundlage der Industry Foundation Classes (IFC) erm{\"o}glichen. Durch die Verf{\"u}gbarkeit dieser Schnittstelle ist es m{\"o}glich, Bauwerksinformationen f{\"u}r eine weiterf{\"u}hrende applikations{\"u}bergreifende Verarbeitung bereitzustellen. Ein großer Teil der bereitgestellten Informationen bezieht sich auf die geometrische Beschreibung der einzelnen Bauteile. Um den am Bauprozess Beteiligten eine optimale Auswertung und Analyse der Bauwerksinformationen zu erm{\"o}glichen, ist deren Visualisierung unumg{\"a}nglich. Das IFC-Modell stellt diese Daten mit Hilfe verschiedener Geometriemodelle bereit. Der vorliegende Beitrag beschreibt die Visualisierung von IFC-Objekten mittels Java3D. Er beschr{\"a}nkt sich dabei auf die Darstellung von Objekten, deren Geometrie mittels Boundary Representation (Brep) oder Surface-Model-Repr{\"a}sentation beschrieben wird.},
  subject      = {IFC},
  language  = {de}
}
@misc{WeberWolter,
  type      = {Master Thesis},
  author    = {Weber, Jens and Wolter, Andreas},
  title     = {ImpulsBauhaus - Kulturelle Intervention eines sozialen Netzwerks},
  doi       = {10.25643/bauhaus-universitaet.1655},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120515-16553},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {174},
  abstract  = {Die Architekten, K{\"u}nstler und Designer des Bauhauses pr{\"a}gten mit neuem gestalterischen Geist eine unverwechselbare Bauhaus-Handschrift. Ausgehend von Weimar schrieben sie sich damit in die Weltkulturgeschichte ein. Nachdem das Bauhaus 1933 dem Nationalsozialismus in Deutschland zum Opfer gefallen war, lebten Idee und Praxis des Bauhauses mit den emigrierenden Lehrern und Sch{\"u}lern im Ausland weiter. Weltweit existieren noch heute Geb{\"a}ude, Produkte und Kunstwerke, die durch das Bauhaus entstanden sind, von ihm inspiriert wurden oder darauf Bezug nehmen. Mit dem Projekt ImpulsBauhaus versuchen Jens Weber und Andreas Wolter, die weltweite Verbreitung und Einflussnahme des Bauhauses anhand der Beziehungen, Bewegungen und Werke seiner Vertreter bis in die Gegenwart nachvollziehbar zu machen. Das Projekt besteht aus zwei Teilen. Die ImpulsBauhaus-Forschungsplattform ist eine Datenbank, in der Informationen {\"u}ber Bauhaus-Vertreter gesammelt und mithilfe von Analysetools und Visualisierungsinstrumenten ausgewertet werden k{\"o}nnen. Der zweite Teil besteht aus einer r{\"a}umlichen Inszenierung der Informationsbest{\"a}nde - der ImpulsBauhaus-Ausstellung. Ausgangspunkt des Projekts ImpulsBauhaus war neben dem kunstwissenschaftlichen Interesse die Frage, wie mit heutigen digitalen Mitteln große Informationsmengen verwaltet, analysiert und visualisiert werden k{\"o}nnen. Weiterf{\"u}hrende Informationen zum Projekt finden sich auf der Website http://impuls-bauhaus.de, wo auch interessierte Wissenschaftler und Autoren Zugang zur ImpulsBauhaus-Forschungsplattform erhalten.},
  subject      = {Gestaltung},
  language  = {de}
}
@techreport{Asslan,
  author    = {Asslan, Milad},
  title     = {Factors Influencing Small-Strain Stiffness of soils and its Determination},
  doi       = {10.25643/bauhaus-universitaet.1587},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120402-15870},
  abstract  = {This term paper presents a literature review and discusses concepts of the following point: 1- Factors affecting small-strain stiffness in soil; 2- Methods to determine small-strain shear stiffness in laboratory and in-situ; 3- Brief introduction into wave propagation and 4- Bender elements technique to determine shear wave velocity in soil.},
  subject      = {Soil},
  language  = {en}
}
@misc{Asslan,
  type      = {Master Thesis},
  author    = {Asslan, Milad},
  title     = {An Experimental Study on the Initial Shear Stiffness in Granular Material under Controlled Multi-Phase Laboratory Conditions},
  doi       = {10.25643/bauhaus-universitaet.1584},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120402-15842},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  pages     = {100},
  abstract  = {The initial shear modulus, Gmax, of soil is an important parameter for a variety of geotechnical design applications. This modulus is typically associated with shear strain levels about 5*10^-3\% and below. The critical role of soil stiffness at small-strains in the design and analysis of geotechnical infrastructure is now widely accepted. Gmax is a key parameter in small-strain dynamic analyses such as those to predict soil behavior or soil-structure interaction during earthquake, explosions, machine or traffic vibration where it is necessary to know how the shear modulus degrades from its small-strain value as the level of shear strain increases. Gmax can be equally important for small-strain cyclic situations such as those caused by wind or wave loading and for small-strain static situations as well. Gmax may also be used as an indirect indication of various soil parameters, as it, in many cases, correlates well to other soil properties such as density and sample disturbance. In recent years, a technique using bender elements was developed to investigate the small-strain shear modulus Gmax. The objective of this thesis is to study the initial shear stiffness for various sands with different void ratios, densities, grain size distribution under dry and saturated conditions, then to compare empirical equations to predict Gmax and results from other testing devices with results of bender elements from this study.},
  subject      = {Soil},
  language  = {en}
}
@article{BimberIwai2009,
  author    = {Bimber, Oliver and Iwai, Daisuke},
  title     = {Superimposing Dynamic Range},
  series = {Eurographics 2009},
  journal   = {Eurographics 2009},
  doi       = {10.25643/bauhaus-universitaet.1532},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20120130-15325},
  year      = {2009},
  abstract  = {Replacing a uniform illumination by a high-frequent illumination enhances the contrast of observed and captured images. We modulate spatially and temporally multiplexed (projected) light with reflective or transmissive matter to achieve high dynamic range visualizations of radiological images on printed paper or ePaper, and to boost the optical contrast of images viewed or imaged with light microscopes.},
  subject      = {CGI <Computergraphik>},
  language  = {en}
}
@phdthesis{Wolkowicz2008,
  author    = {Wolkowicz, Christian},
  title     = {Ein Beitrag zur Evolution des Tensegrity-Konzeptes - Zur Erh{\"o}hung der Steifigkeit von Seil-Stab-Systemen},
  doi       = {10.25643/bauhaus-universitaet.1473},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20090417-14659},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2008},
  abstract  = {In der vorliegenden Arbeit werden auf Basis des Tensegrity-Konzeptes Strukturen entwickelt und vorgestellt, welche durch einen signifikanten Steifigkeitszuwachs in der Lage sind, die Anforderungen an die Gebrauchstauglichkeit von Tragwerken zu erf{\"u}llen. Selbstverankerte Strukturen mit aufgel{\"o}sten Druckst{\"a}ben werden als Seil-Stab-Systeme bezeichnet und sind alleiniger Gegenstand aller angestellten Betrachtungen. Tensegrity-Strukturen sollen eine Untergruppe der Seil-Stab-Systeme darstellen, deren symptomatische Eigenschaft eine sich im Tensegrity-Zustand befindliche Geometrie ist. Einer Definition des Tensegrity-Zustandes folgt ein {\"U}berblick {\"u}ber die zur Untersuchung von Seil-Stab-Systemen notwendigen Berechnungsalgorithmen. Der Kern der Arbeit besch{\"a}ftigt sich zun{\"a}chst mit dem Einfluss der Geometrie auf die Empfindlichkeit von Seil-Stab-Systemen gegen{\"u}ber unvermeidlichen Herstellungstoleranzen sowie dem Einfluss von Topologie, Vorspannung, lokaler Steifigkeit der Elemente und Geometrie auf die Steifigkeit dieser Systeme. Darauf aufbauend wird eine M{\"o}glichkeit gezeigt, die Steifigkeit von beweglichen Seil- Stab-Systemen merklich zu erh{\"o}hen, ohne die Strukturen durch zus{\"a}tzliche Elemente oder Verbindungen optisch zu ver{\"a}ndern. Der zu erzielende Steifigkeitszuwachs wird mittels Vergleichrechnungen und durchgef{\"u}hrten Belastungsversuchen verifiziert.},
  subject      = {Tensegrity <Tragwerk>},
  language  = {de}
}