重庆第一中级人民法院办公大楼结构设计

Structural Design for the Office Building of the Chongqing No.1 Intermediate People's Court

复杂高层建筑结构体系基于抗震性能的设计十分重要,重庆第一中级人民法院办公大楼整体上属框架-剪力墙结构。结合工程实际,对结构进行风洞试验,确定了复杂高层建筑风载体型系数,并针对局部结构转换、超长无缝、大跨度空间管桁架的结构设计难点,确定了合理的结构方案,提出了具体结构措施。

It is very important to design complicated high rise building on the basis of aseismic property.The office building is of frame- shear wall structure.Combined with practice,wind tunnel test was carried out to define wind load shape coefficient,structural scheme was decided to aim at solving the problems of elevated structure transfer over- dimensioned, slot-less,big-spanned spatial pipe truss,and specific measures were suggested.