@unpublished{KoenigMueller2011,
  author    = {K{\"o}nig, Reinhard and M{\"u}ller, Daniela},
  title     = {Cellular-Automata-Based Simulation of the Settlement Development in Vienna},
  isbn      = {978-953-307-230-2},
  doi       = {10.25643/bauhaus-universitaet.1450},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20110415-15449},
  year      = {2011},
  abstract  = {The motivation to deal with the topic simulation of the settlement development in a city in the past 120 years has been to acquire general methods for the analysis and simulation of settlement development processes on the one hand and to verify these methods on the example of the real development of the city of Vienna on the other hand. We follow the assumption that the underlying processes of the urban development can be reduced to various pronounced but always the same hidden driving forces. The objective is to validate the simulation model by the real settlement development and to provide a solid base for the simulation of possible development scenarios of the city of Vienna. The basis for the validation are digital cellular processed and statistical analysed data of the development of the technical infrastructure, the public transportation systems and the population density in Vienna between 1888 and 2001. The simulation method is based on the technique of Cellular Automata (CA) that permits the simulation of the interaction between a potential field and the development of individual areas. This modelling technique is well known as "reaction diffusion" or "dialectic breakdown". The CA serves as representation of the examined space and divides this space into individual cells. Each of these cells can save certain information (population density, infrastructure facility, development quality) and exchange them locally with the neighbouring cells. The used model parameters permit the simulation of different spread patterns und spread speeds of a settlement structure. From the results methodological, structural, spatial and temporal regularities of urban development processes are derived.},
  subject      = {Computersimulation},
  language  = {en}
}
@unpublished{WittWudtke2005,
  author    = {Witt, Karl Josef and Wudtke, Robert-Balthasar},
  title     = {Implementation and Improvement of Design and Authorisation Procedures for proposed Tailings Facilities},
  doi       = {10.25643/bauhaus-universitaet.796},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-7964},
  year      = {2005},
  abstract  = {The report is part of the research project 'TAILSAFE'. The project is supported by the european union. Basics of design and investigation procedures are presented within the report. Furthermore possible applications of design and investigation procedures are evaluated concerning to a smooth work during all using phases of a tailings facility, that is the planning and execution. Finally recomendations are given to optimise the handling with significant standards.},
  subject      = {Bergeteich},
  language  = {en}
}
@unpublished{VogelBenzVoelker,
  author    = {Vogel, Albert and Benz, Alexander and V{\"o}lker, Conrad},
  title     = {Untersuchung des W{\"a}rme{\"u}bergangs von zyklisch beanspruchten Betonzylindern},
  volume    = {2020},
  number    = {Volume 42, Issue 3},
  publisher = {John Wiley and Sons},
  doi       = {10.25643/bauhaus-universitaet.4181},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20200619-41813},
  pages     = {131 -- 138},
  abstract  = {Wiederkehrende Belastungen, wie sie beispielsweise an Br{\"u}cken oder Windenergieanlagen auftreten, k{\"o}nnen innerhalb der Nutzungsdauer solcher Bauwerke bis zu 1.000.000.000 Lastwechsel erreichen. Um das dadurch eintretende Erm{\"u}dungsverhalten von Beton zu untersuchen, werden diese zyklischen Beanspruchungen in mechanischen Versuchen mit Pr{\"u}fzylindern nachgestellt. Damit Versuche mit solch hohen Lastwechselzahlen in akzeptablen Zeitdauern durchgef{\"u}hrt werden k{\"o}nnen, wird die Belastungsfrequenz erh{\"o}ht. Als Folge dieser erh{\"o}hten Belas-tungsfrequenz erw{\"a}rmen sich allerdings die Betonprobek{\"o}rper, was zu einem fr{\"u}heren, unrealistischen Versagenszeitpunkt f{\"u}hren kann, weshalb die Erw{\"a}rmung begrenzt werden muss. Um die W{\"a}rmefreisetzung in der Probe zu untersuchen, wurden Versuche und Simulationen durchgef{\"u}hrt. Im Beitrag wird die analytische und messtechnische Analyse des W{\"a}rme{\"u}bergangs an erw{\"a}rmten Betonzylindern vorgestellt. Resultierend daraus wird eine M{\"o}glichkeit zur Reduktion der Erw{\"a}rmung an zyklisch beanspruchten Betonzylindern vorgestellt.},
  subject      = {Zyklische Beanspruchung},
  language  = {de}
}