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通过一幢43层主楼和一幢27层辅楼的模型试验,研究了简体,框架结构在侧向荷载作用下的受力性能、变形特点、动力特性、力学模式以及计算结果分析,认为这种形式的结构可以简化成为等代的平面结构体系求解,最后对辅楼和主楼楼板自身平面内的变形对主楼性能的影响也进行了研究。
Through a model test of a 43-story main building and a 27-storey auxiliary building, the force performance, deformation characteristics, dynamic characteristics, mechanical modes, and calculation results of the simplified structure of the frame structure under lateral loads were studied. The formal structure can be simplified to solve the plane structure system with equal generation. Finally, the influence of the deformation in the plane of the auxiliary building and the main building floor on the performance of the main building is also studied.