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采用ABAQUS软件建立三维弹塑性模型,对160.4m高东莞海德广场双塔连体高层结构进行了罕遇地震下弹塑性时程分析。通过对计算结果的分析整理,初步掌握了该双塔连体结构在罕遇地震下的动力特性,为深化结构设计和加强薄弱部位提供了依据。
The three-dimensional elasto-plastic model was established by ABAQUS software to analyze the elastic-plastic time history of the twin tower high-rise structure in Hyde Plaza in 160.4m high. Through the analysis and calculation of the calculation results, the dynamic characteristics of the twin tower structure under rare earthquakes are preliminarily mastered, which provides the basis for deepening the structural design and strengthening the weak parts.