フジイ　ケンジ   Kenji Fujii   藤井　賢志    所属   千葉工業大学  創造工学部 建築学科    千葉工業大学  工学研究科 工学専攻    千葉工業大学  創造工学研究科 建築学専攻    職種   教授
言語種別	英語
発行・発表の年月	2014/03
形態種別	学術雑誌
査読	査読あり
標題	Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses
執筆形態	単著
掲載誌名	Bulleting of Earthquake Engineering
掲載区分	国外
出版社・発行元	Springer
巻・号・頁	12(2),pp.909-938
概要	A simplified procedure is proposed to predict the largest peak seismic response of an asymmetric building to horizontal bi-directional ground motion, acting at an arbitrary angle of incidence. In the numerical example, nonlinear timehistory analyses of six four-story torsionally stiff (TS) asymmetric buildings are carried out considering various directions of seismic inputs, and these results are compared with the predicted results. The results show that the proposed procedure satisfactorily predicts the largest peak response displacement at the flexible-side frame of a TS asymmetric building.
DOI	10.1007/s10518-013-9557-x