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真如副中心A5地块的5,6#楼结构体系为钢筋混凝土框架-剪力墙结构,为平面和立面均不规则的复杂超限高层建筑。通过设防烈度下的弹性静力分析和弹性动力分析以及构造上的措施,能满足现行的建筑结构相关抗震规范、规程的要求。通过整个地下室多塔模型的计算,对顶板开洞处的应力和位移进行分析,确保结构嵌固端假定的成立。通过弹塑性静力分析,能够确保大震下框架柱不发生剪切破坏。
Really as sub center A5 block 5,6 # floor structure system for the reinforced concrete frame - shear wall structure, the plane and elevation irregular irregular complex high-rise buildings. Through the elastic static analysis, elastic dynamic analysis and structural measures under fortification intensity, the requirements of the existing seismic code and code related to building structure can be satisfied. Through the calculation of the multi-tower model in the basement, the stress and displacement at the roof opening are analyzed to ensure the assumption of the embedded structure. Through the elasto-static analysis, it can ensure that the frame column will not shear failure under the earthquake.