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Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalentSDOFmodel
https://orcid.org/0000-0001-6938-1989
AbstractThe applicability of a simplified procedure, namely mode‐adaptive bidirectional pushover analysis (MABPA), to the prediction of the non‐linear peak response of a multistory asymmetric building subjected to bidirectional excitation is discussed. The first part of the paper summarizes the formulation of 2 independent equivalent single‐degree‐of‐freedom models representing the first and second modal responses. The relationship between the critical assumptions ofMABPAand the torsional index defined based on mode shape is then discussed. In the latter part of the paper, non‐linear time‐history analyses of 4‐story torsionally stiff (TS) or torsionally flexible asymmetric buildings are described, and the results are compared with the predictions. The results show thatMABPApredicts the peak response displacement of only theTSasymmetric buildings satisfactorily. Therefore,MABPAshould be considered applicable only toTSbuildings. The applicability ofMABPAto a given asymmetric building may be evaluated by using the torsional indices of the first 3 modes.
Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalentSDOFmodel
https://orcid.org/0000-0001-6938-1989
AbstractThe applicability of a simplified procedure, namely mode‐adaptive bidirectional pushover analysis (MABPA), to the prediction of the non‐linear peak response of a multistory asymmetric building subjected to bidirectional excitation is discussed. The first part of the paper summarizes the formulation of 2 independent equivalent single‐degree‐of‐freedom models representing the first and second modal responses. The relationship between the critical assumptions ofMABPAand the torsional index defined based on mode shape is then discussed. In the latter part of the paper, non‐linear time‐history analyses of 4‐story torsionally stiff (TS) or torsionally flexible asymmetric buildings are described, and the results are compared with the predictions. The results show thatMABPApredicts the peak response displacement of only theTSasymmetric buildings satisfactorily. Therefore,MABPAshould be considered applicable only toTSbuildings. The applicability ofMABPAto a given asymmetric building may be evaluated by using the torsional indices of the first 3 modes.
Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalentSDOFmodel
https://orcid.org/0000-0001-6938-1989
AbstractThe applicability of a simplified procedure, namely mode‐adaptive bidirectional pushover analysis (MABPA), to the prediction of the non‐linear peak response of a multistory asymmetric building subjected to bidirectional excitation is discussed. The first part of the paper summarizes the formulation of 2 independent equivalent single‐degree‐of‐freedom models representing the first and second modal responses. The relationship between the critical assumptions ofMABPAand the torsional index defined based on mode shape is then discussed. In the latter part of the paper, non‐linear time‐history analyses of 4‐story torsionally stiff (TS) or torsionally flexible asymmetric buildings are described, and the results are compared with the predictions. The results show thatMABPApredicts the peak response displacement of only theTSasymmetric buildings satisfactorily. Therefore,MABPAshould be considered applicable only toTSbuildings. The applicability ofMABPAto a given asymmetric building may be evaluated by using the torsional indices of the first 3 modes.
Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalentSDOFmodel
Japan Architectural Review
Fujii, Kenji (author)
JAPAN ARCHITECTURAL REVIEW ; 1 ; 29-43
2018-01-01
Article (Journal)
Electronic Resource
English
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