RESEARCH ON THE INELASTIC SEISMIC RESPONSES OF SHEAR-TYPE MULTISTORY BUILDINGS WITH REGULAR ASYMMETRY

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摘要 Theinelasticseismicresponsesofshear-typemultistoreybuildingswithregularasymmetrywereanalyzed.Theeffectsofthefundamentallateralperiod,thefundamentalfrequencyratiooftranslationaltotorsional,theeccentricratio,earthquakeintensityandorthogonalearthquakeexcitationsoninelasticdisplacementandductilitywerestudiedrespectively.Numericalresultsshowthataforementionedfactorsinfluencetheseismicresponsesofthebuildings.Theeffectoftheorthogonalinputofgroundmotionislikelytoberestrictedtothemovingstatusofeccentricelements.
机构地区 不详
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)
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