某带转换层的超高层结构设计

摘要

结合重庆市某带转换层的超高层建筑实例，计算了该结构的主要性能指标，并对结构进行了弹性动力时程分析，从框支柱、剪力墙、楼板三方面，提出了一些抗震构造措施，保证了结构的安全性。%Combining with the ultra-high-rise building with transfer stories in Chongqing,the paper calculates the main performance coefficients of the structure,undertakes the elastic dynamic time-history of the structure,and points out some seismic construction measures from the frame-work support columns,shearing walls,and plates,so as to ensure the structural safety.