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	2012/09
形態種別	国際会議プロシーディングス
標題	Prediction of Largest Peak Seismic Response at Flexible-Side Frame of Asymmetric Buildings
執筆形態	単著
掲載誌名	15th World Conference on Earthquake Engineering
掲載区分	国外
出版社・発行元	International Association for Earthquake Engineering
著者・共著者	Kenji FUJII
概要	In this present article, the modified procedure to predict the largest peak seismic response at flexible-side frame of asymmetric building considering horizontal bi-directional ground motion act in arbitrary angle of incidence is proposed. In the proposed procedure, two assumptions are made as follows; a) the major horizontal component of ground motion act in the direction of the principal axis of the first modal response, while the minor horizontal component of ground motion act in the direction perpendicular to the principal axis of the first modal response, b) the peak response of the first mode can be predicted from the major component of ground motion, while the peak response of the second mode can be predicted from the minor component of ground motion. Two of four-story asymmetric buildings are investigated as application example. The results show the largest peak response at flexible-side frame can be satisfactorily predicted by the proposed procedure.