The static pushover analysis with five different lateral load patterns was applied to two frame structures of tall building.
用五种不同的侧向荷载分布方式，对两幢十五层和二十层框架结构进行了分析。
It is calculated the structure on the static and Pushover analysis, the structural master ratio meets the requirement of the code.
从结构整体计算及推覆分析等方面进行了结构抗震计算，计算结果表明该结构整体计算指标满足规范要求。
It is calculated the structure on the static and Pushover analysis, the structural master ratio meets the requirement of the code.
从结构整体计算及推覆分析等方面进行了结构抗震计算，计算结果表明该结构整体计算指标满足规范要求。
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