Design of Full Frame Supported Shear Wall Structure for the Upper Cover of a Subway Parking Lot
The maximum building height of a high-rise tower above a certain subway parking lot is 106.35m,with an A-level height shear wall structure system.It has 100％shear wall conversion,multiple towers with a large chassis,and irregular planes and verticals,which belong to a special type of high-rise building with regularly exceeding limit.By using multiple software for comparative analysis and adopting performance-based seismic design methods,the structural elasticity and elastic-plastic analysis and verification under different seismic levels are carried out.At the same time,the analysis of floor stress,structural over length temperature stress,and transfer beam stress under earthquake action are supplemented,and targeted special designs and reasonable strengthening measures are taken.The struc-ture meets seismic fortification and performance goals,it is reasonable,effective,safe and reliable.
building high-rise buildings on the subway100％conversion of shear wallslarge chassis with multiple towersregularly ex-ceeding the limitseismic performance-based design
万方数据
维普
