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	2015/05
形態種別	国際会議プロシーディングス
査読	査読あり
標題	Application of the pushover-based procedure to predict the largest peak response of asymmetric buildings with buckling-restrained braces
執筆形態	単著
掲載誌名	COMPDYN 2015
掲載区分	国外
著者・共著者	Kenji Fujii
概要	In this paper, the applicability of the simplified procedure proposed by the author to four-storey reinforced concrete asymmetric buildings with BRBs is numerically investigated. The results show that the largest peak response of asymmetric buildings with BRBs is satisfactorily predicted by the procedure presented in the previous study. The effect of the change in mode shape on the accuracy of the NSP is also investigated and shown to be important in the accurate prediction of the peak response.