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亚太城市月光住宅小区5#,8#楼为Y形平面高位转换的超限高层建筑,采用了框支剪力墙结构体系,框支框架选用了型钢混凝土构件,结构整体的抗震性能目标设定为D级,进行了小、中、大震作用下的分析计算,判断出薄弱构件的位置,采取有针对性的加强措施,并对框支框架进行有限元分析,对框支层楼板进行受剪承载力计算,使本工程达到了设定“小震无损、中震中损、大震较重损”的抗震性能目标。
Asia Pacific City Moonlight Residential Area 5 # and 8 # buildings are over-limit high-rise buildings with high Y-shaped plane conversion. The frame-supported shear wall structure system is adopted. The steel-framed concrete frame members are selected for frame support, and the overall seismic performance of the structure is set For the D-class, under the action of small, medium and large earthquake analysis and calculation to determine the location of weak components, to take targeted measures to strengthen the frame and frame support for the finite element analysis of the framed floor slab by The calculation of shear bearing capacity enables the project to meet the seismic performance target of setting “small earthquake without damage, moderate earthquake damage, heavy earthquake damage”.