884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

（蘇州市建筑設(shè)計研究院有限責(zé)任公司 215002）
【提要】詳細分析了蘇州國際博覽中心標(biāo)準(zhǔn)展廳結(jié)構(gòu)在地震作用下的反應(yīng)，對在兩個主軸方向抗側(cè)剛度相差較大的結(jié)構(gòu)在地震作用下的反應(yīng)及與扭轉(zhuǎn)效應(yīng)的關(guān)系進行了分析，指出使結(jié)構(gòu)主振周期避開場地特征周期是減小結(jié)構(gòu)地震反應(yīng)的有效途徑，兩個主軸方向抗側(cè)剛度有一定差別有利于在經(jīng)濟的前提下減小扭轉(zhuǎn)效應(yīng)。
【關(guān)鍵詞】 地震反應(yīng) 振型分解反應(yīng)譜法 時程分析 剛度 扭轉(zhuǎn)
Seismic Reaction Analysis of Suzhou Expo Center  Standard Exhibition Hall/ZhaoHongkang,Dai Yaping (Suzhou Institute of Architecture Design Co., Ltd.， Suzhou 215002,China)
Abstract:Seismic reaction of the Suzhou expo center standard exhibition hall is analyzed and the seismic reaction on the structure whose stiffnesses are different in two directions and the relationship between the stiffness ratio of the directions and torsion reaction is diccussed. An efficient method to reduce the seismic reaction and avoid the character
istic period of the site is pointed out and the difference between the stiffness on t
wo directions redounds to reduce the torsion reaction economically.
Keywords:seismic reaction; responsespectrum analysis; timehistory analysis; stiffness; torsion