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结合工程实例,分析某局部框支剪力墙高层建筑结构设计中扭转效应的改善。通过构造措施,加强局部框支部位的构造措施,控制整体的扭转控制,周期比和位移比满足“超限高层”的要求。
Combined with the engineering examples, the improvement of torsional effect in the design of tall buildings with some frame-supported shear walls is analyzed. Through structural measures to strengthen the construction of local framing support measures to control the overall torsional control, cycle ratio and displacement ratio to meet the “overrun ” requirements.