本文選題：超限建筑 + 性能化設(shè)計　； 參考：《建筑結(jié)構(gòu)》2016年S2期

【摘要】：新青海大廈工程平面呈細(xì)腰布置,存在扭轉(zhuǎn)不規(guī)則、凹凸不規(guī)則、樓板不連續(xù)、豎向尺寸突變等,屬于結(jié)構(gòu)抗震超限建筑。采用PKPM和ETABS軟件對結(jié)構(gòu)進(jìn)行了多遇地震下的反應(yīng)譜分析及彈性時程分析,并針對其結(jié)構(gòu)特點(diǎn),對關(guān)鍵構(gòu)件進(jìn)行性能化設(shè)計。
[Abstract]:The plane of the New Qinghai Mansion is arranged in a thin waist with irregular torsion irregular concave and convex irregular floor discontinuity and abrupt vertical size. The response spectrum analysis and elastic time history analysis of the structure under frequent earthquakes are carried out by using PKPM and ETABS software. According to the structural characteristics, the performance design of the key components is carried out.
【作者單位】： 中國建筑設(shè)計院有限公司;
【分類號】：TU973.31
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本文編號：1935659