【作者】 邵剑文； 于锦华； 吴冰镠；

【Author】 SHAO Jianwen;YU Jinhua;WU Bingliu;The Architectural Design and Research Institute of Zhejiang University,Co.,Ltd.;College of Civil Engineering and Architecture,Zhejiang University;

【机构】 浙江大学建筑设计研究院有限公司； 浙江大学建筑工程学院；

【摘要】 某实验楼是A级高度的超限高层建筑,采用少墙框架结构体系,计算中采取分别按框架结构和框架-剪力墙结构进行包络设计,按抗震性能设计的要求进行结构计算分析,针对转换桁架以及斜柱等重要构件进行多种工况分析,并将计算结果用于施工图设计,丰富了现有的设计思路,可供同类型工程设计参考。更多还原

【Abstract】 An integrated experimental building represented here is an A-grade ultra-limit high building,frame structure with few walls was adopted in the project,the calculation and design of the structural members was enveloped both of frame structure and frame-shear wall structure.With performance based seismic design,the key members,such as the transfer truss and inclined columns,are analyzed due to multiple working condition.The design process and results can be referenced in similar project.更多还原