本文選題：抗震性能目標 + SAUSAGE��； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：通過�？谀矪級高度剪力墻結(jié)構(gòu)超限高層住宅項目的抗震設(shè)計,重點介紹項目基于性能的抗震設(shè)計目標及實現(xiàn),整體結(jié)構(gòu)采用彈性分析進行設(shè)計,并通過動力彈塑性時程分析進行復(fù)核。結(jié)果表明結(jié)構(gòu)體系是安全可行的,為此類結(jié)構(gòu)的設(shè)計和應(yīng)用提供參考。
[Abstract]:Through the seismic design of a class B high shear wall structure over the limit of high-rise residential project in Haikou, the paper mainly introduces the performance based seismic design goal and realization of the project, and the whole structure is designed by elastic analysis. And the dynamic elastoplastic time history analysis is used to check. The results show that the structure system is safe and feasible and provides reference for the design and application of this kind of structure.
【作者單位】： 大連萬達商業(yè)地產(chǎn)股份有限公司設(shè)計中心;
【分類號】：TU973.3
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本文編號：1830280