摘要
Theinelasticseismicresponsesofshear-typemultistoreybuildingswithregularasymmetrywereanalyzed.Theeffectsofthefundamentallateralperiod,thefundamentalfrequencyratiooftranslationaltotorsional,theeccentricratio,earthquakeintensityandorthogonalearthquakeexcitationsoninelasticdisplacementandductilitywerestudiedrespectively.Numericalresultsshowthataforementionedfactorsinfluencetheseismicresponsesofthebuildings.Theeffectoftheorthogonalinputofgroundmotionislikelytoberestrictedtothemovingstatusofeccentricelements.
出版日期
2001年11月21日（中国期刊网平台首次上网日期，不代表论文的发表时间）
