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	Shaking Table Test of Irregular Buildings under Horizontal Excitation Acting in an Arbitrary Direction
執筆形態	共著
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, T. Ikeda
概要	In this present article, shaking table tests of multi-story irregular building models are carried out, and the influence of the direction of incidence of seismic input to the response of irregular building is investigated. The results show that the influence of the direction of seismic input to the magnitude of the peak base torque is quite significant; there exists the critical direction of seismic input which produces the largest base torque. The modal decomposition of each test result also reveals that the direction of incidence of which the largest torque occurs is close to the direction that the largest first modal response occurs. Based on these results, it is concluded that the critical direction of each building models is roughly coincide with the principal direction of the first modal response proposed previously by the author.