Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Lessons Learned from Seismic Analysis of a Seven-Story Concrete Test Building
A uniaxial shake table test of a full-scale slice of a seven-story reinforced concrete wall building was performed at the University of California, San Diego. A 2D analytical model that primarily employed fiber-based beam-column elements was used for a blind prediction of the global response of the building to the imposed input accelerations. An improved analytical model, which adequately simulates the building's dynamic response and comparison of measured and analytical results, is presented. The lessons learned from participation in the blind prediction with particular attention to the effects of issues commonly ignored in analytical modeling of concrete buildings are included.
Lessons Learned from Seismic Analysis of a Seven-Story Concrete Test Building
A uniaxial shake table test of a full-scale slice of a seven-story reinforced concrete wall building was performed at the University of California, San Diego. A 2D analytical model that primarily employed fiber-based beam-column elements was used for a blind prediction of the global response of the building to the imposed input accelerations. An improved analytical model, which adequately simulates the building's dynamic response and comparison of measured and analytical results, is presented. The lessons learned from participation in the blind prediction with particular attention to the effects of issues commonly ignored in analytical modeling of concrete buildings are included.
Lessons Learned from Seismic Analysis of a Seven-Story Concrete Test Building
Waugh, Jonathan D. (Autor:in) / Sritharan, Sri (Autor:in)
Journal of Earthquake Engineering ; 14 ; 448-469
01.03.2010
22 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Concrete , Wall , Multi-story Building , Shake Table Testing , Seismic , Dynamic , Analysis , Nonlinear
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