【摘要】：結(jié)構(gòu)高度超過B級高度框架核心筒結(jié)構(gòu),塔樓偏心布置,裙房近20m穿層柱,同時存在平面扭轉(zhuǎn)不規(guī)則、樓板不連續(xù)等不規(guī)則項。設(shè)計采用基于性能的抗震設(shè)計方法,結(jié)果表明,結(jié)構(gòu)體系各項相關(guān)參數(shù)滿足規(guī)范要求,結(jié)構(gòu)整體及各構(gòu)件的抗震性能均可達到預(yù)期的抗震性能目標。
[Abstract]:The structure height is higher than B level frame core tube structure, the tower is eccentrically arranged, the skirt is nearly 20m through the floor column, at the same time there are irregular items such as plane torsion irregularity, floor slab discontinuity and so on. The performance-based seismic design method is used. The results show that the structural system parameters meet the requirements of the code, and the seismic performance of the whole structure and the components can reach the desired seismic performance objectives.
【作者單位】： 廣州容柏生建筑結(jié)構(gòu)設(shè)計事務(wù)所;
【分類號】：TU973.17
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本文編號：2314525