@article{YabukiYoshimura2004,
  author    = {Yabuki, Nobuyoshi and Yoshimura, Yutaka},
  title     = {An Evaluation System for Steel Structures of Hydroelectric Power Stations based on Fault Tree Analysis and Performance Maps},
  doi       = {10.25643/bauhaus-universitaet.256},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2564},
  year      = {2004},
  abstract  = {This paper presents an evaluation system for steel structures of hydroelectric power stations, including hydraulic gates and penstocks, based on Fault Tree Analyasis (FTA) and performance maps. This system consists of fault tree diagrams of FTA, performance maps, design and analysis systems, and engineerin databases. These four modules are integrated by appropriate hyperlinks so that the user of this system can use it easily and seamlessly. A well developed system was applied to some illustrative example cases, and they showed that the developed methodology and system worked well and the users found the system useful and effective for their maintenance tasks at powerstations.},
  subject      = {Wissensmanagement},
  language  = {en}
}
@article{KicingerArciszewskiDeJong2004,
  author    = {Kicinger, Rafal and Arciszewski, Tomasz and De Jong, Kenneth},
  title     = {Distributed Evolutionary Design: Island-Model-based Optimization of Steel Skeleton Structures in Tall Buildings},
  doi       = {10.25643/bauhaus-universitaet.219},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2195},
  year      = {2004},
  abstract  = {This paper presents results of a study on distributed, or parallel, evolutionary computation in the topological design of steel structural systems in tall buildings. It describes results of extensive experimental research on various parallel evolutionary architectures applied to a complex structural design problem. The experiments were conducted using Inventor 2003, a networkbased evolutionary design support tool developed at George Mason University. First, a general introduction to evolutionary computation is provided with an emphasis on recent developments in parallel evolutionary architectures. Next, a discussion of conceptual design of steel structural systems in tall buildings is presented. Further, Inventor 2003 is briefly introduced as well as its design representation and evolutionary computation characteristics. Next, the results obtained from systematic design experiments conducted with Inventor 2003 are discussed. The objective of these experiments was to qualitatively and quantitatively investigate evolution of steel structural systems in tall buildings during a distributed evolutionary design process as well as to compare efficiency and effectiveness of various parallel evolutionary architectures with the traditional evolutionary design approaches. Two connectivity topologies (ring topology and fully-connected topology) have been investigated for four populations of structural designs evolving in parallel and using various migration strategies. Also, results of the initial sensitivity studies are reported in which two ways of initializing distributed evolutionary design processes were investigated, using either arbitrarily selected designs as initial parents or randomly generated ones. Finally, initial research conclusions are presented.},
  subject      = {Mehragentensystem},
  language  = {en}
}
@article{HoltzhauerSaal2004,
  author    = {Holtzhauer, Eric and Saal, Helmut},
  title     = {Product modelling in the steel construction domain},
  doi       = {10.25643/bauhaus-universitaet.241},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2415},
  year      = {2004},
  abstract  = {The complexity of the relationships between the actors of a building project requires high efficiency in communication. Among other things, data sharing is crucial. The exchange of data is made possible by interfaces between expert programs, which rely on product models. The latter are neutral standards with formal definitions of building objects and their attributes. This paper deals with the state of the art and the research activities concerning product models in the steel construction domain and the advantages provided by this technology for the sector.},
  subject      = {Produktmodell},
  language  = {en}
}
@phdthesis{Lehmkuhl2004,
  author    = {Lehmkuhl, Hansj{\"o}rg},
  title     = {Zur praktischen Anwendung numerischer Analysemethoden f{\"u}r Stabilit{\"a}tsprobleme},
  doi       = {10.25643/bauhaus-universitaet.676},
  url       = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20051013-7102},
  school      = {Bauhaus-Universit{\"a}t Weimar},
  year      = {2004},
  abstract  = {In der t{\"a}glichen Ingenieurpraxis werden in zunehmenden Maße numerische Analysen im Rahmen der Finite-Elemente-Methode auch zur Untersuchung stabilit{\"a}tsgef{\"a}hrdeter Strukturen eingesetzt. F{\"u}r die aktuelle Praxis, insbesondere im konstruktiven Stahlbau, ist jedoch festzustellen, dass zwischen der fortgeschrittenen Theorie und dem Niveau der praktischen Anwendung numerischer Stabilit{\"a}tsanalysen eine große Kluft besteht. Aus praktischer Sicht erscheint es unumg{\"a}nglich, die weiter wachsende Diskrepanz zwischen den umfangreichen theoretischen M{\"o}glichkeiten und der gegenw{\"a}rtigen Praxis abzubauen. Damit steht der praktisch t{\"a}tige Ingenieur vor der Aufgabe, sein Wissen auf dem Gebiet numerischer Stabilit{\"a}tsanalysen zu vertiefen und bereits vorhandene FE-Programme um Berechnungsalgorithmen f{\"u}r umfassende numerische Stabilit{\"a}tsanalysen zu erweitern. Daf{\"u}r werden in der Arbeit die Grundlagen einer FEM- orientierten modernen Stabilit{\"a}tstheorie einheitlich und aus Sicht einer praktischen Anwendung aufbereitet. Die Darstellung von realisierten programmtechnischen Umsetzungen f{\"u}r erweiterte Analysenmethoden wie Nachbeulanalysen, Pfadwechsel und Approximationen imperfekter Pfade erm{\"o}glicht eine Erweiterung des Methodenvorrates. Die innerhalb der Arbeit untersuchten Beispiele zeigen, dass durch die Anwendung der behandelten Verfahren das Tragverhalten einer stabilit{\"a}tsgef{\"a}hrdeten Struktur wesentlich besser eingesch{\"a}tzt werden kann als bei Beschr{\"a}nkung auf die herk{\"o}mmlichen Analysemethoden.},
  subject      = {Nichtlineare Stabilit{\"a}tstheorie},
  language  = {de}
}