摘要
利用SATWE、PMSAP有限元分析方法和模型模拟地震振动台试验技术,对某超限钢框架-钢骨砼核心筒高层结构进行了设计计算和试验研究,初步探讨了主体结构在平面上的不规则超限、观光塔高宽比超限以及连廊连接主体结构和观光塔等技术难题的解决方法。
Using SATWE software,PMSAP software and shaking table test method,a concept design method of the limited-beyond high-rise building which constructed with steel frame & steel reinforced concrete core tube is discussed in this article,and some measures are put forward to solve the irregular plane configuration,irregular elevation configuration and the connection treatment of main structure and sight-seeing tower.
出处
《建筑监督检测与造价》
2009年第7期31-33,36,共4页
Supervision Test and Cost of Construction
关键词
超限高层建筑
抗震设计
振动台试验
支撑体系
limited-beyond high-rise building
seismic design
shaking table test
bracing system
