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以大连天地软件园E-3地块T1号楼工程为例,介绍了该建筑的结构体系与设计参数,并判断了其超限情况,进行了小震、中震及大震弹塑性分析,最后针对该项目的特点提出了结构加强措施。
Taking the project T1 of E-3 Block in Tiandi Software Park of Dalian as an example, the structural system and design parameters of the building are introduced, the overrun condition is judged, and the elasto-plastic analysis of small earthquakes, medium earthquakes and large earthquakes is conducted. At last, the structural reinforcement measures are proposed according to the characteristics of the project.