Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Floor Response Spectra for Bare and Infilled Reinforced Concrete Frames
The objective of this article is to study the effects of structural nonlinear behavior on Floor Response Spectra (FRS) of existing reinforced concrete frames. This study examines how the FRS vary with the level of post-elastic behavior in buildings of different number of stories and masonry infill wall configurations. The effect of damping modeling assumptions is also investigated. Differences and similarities with findings from the literature are discussed. On the basis of the obtained results, a commentary on the adequacy of basic assumptions used in predictive equations proposed by different seismic codes is offered.
Floor Response Spectra for Bare and Infilled Reinforced Concrete Frames
The objective of this article is to study the effects of structural nonlinear behavior on Floor Response Spectra (FRS) of existing reinforced concrete frames. This study examines how the FRS vary with the level of post-elastic behavior in buildings of different number of stories and masonry infill wall configurations. The effect of damping modeling assumptions is also investigated. Differences and similarities with findings from the literature are discussed. On the basis of the obtained results, a commentary on the adequacy of basic assumptions used in predictive equations proposed by different seismic codes is offered.
Floor Response Spectra for Bare and Infilled Reinforced Concrete Frames
Lucchini, Andrea (Autor:in) / Mollaioli, Fabrizio (Autor:in) / Bazzurro, Paolo (Autor:in)
Journal of Earthquake Engineering ; 18 ; 1060-1082
03.10.2014
23 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Floor Response Spectra for Bare and Infilled Reinforced Concrete Frames
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