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采用SATWE和PMSAP两种软件,对某抗震超限高层进行了整体分析,补充计算了多遇地震作用下的弹性时程,并对特殊部位进行了中震弹性计算分析和中震不屈服验算,结果表明该建筑结构整体指标良好,能满足规范的各种要求。
The SATWE and PMSAP softwares are used to analyze the upper bound of an earthquake-resistant overrun and calculate the elastic time history under the action of multiple earthquakes. The calculation and analysis of the moderate earthquakes on the special sites are carried out. The results show that the overall structure of the building indicators good, to meet the various requirements of the specification.