摘要
针对宝能环球金融中心E座裙楼的超限情况分别采用ETABS、YJK软件进行了对比计算,验证了模型的正确性,在此基础之上,对结构进行了弹性时程分析、楼板应力分析以及静力弹塑性分析,发现了结构的薄弱位置,对其进行针对性地加强,保证结构满足"小震不坏、中震可修、大震不倒"的抗震性能。
ETABS and YJK software were used to study the structure of podium E of Baoneng Global Financial Center, and the correction of the model was verified. On this basis, elastic time history analysis, floor stress analysis and static elastic-plastic analysis of the structure were carried out. Finally, the weak position of the structure was found. The weakness of the structure was strengthened to ensure that the structure meets the seismic performance of "small earthquakes are not damaged, medium earthquakes can be repaired, and large earthquakes are not collapsed".
引文
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