摘要
依据某大底盘双塔高层建筑工程资料,利用SATWE和PMSAP等结构软件,对整体模型和单塔模型进行了小震弹性分析,并对整体模型进行了弹性时程分析。探讨了大底盘非对称高层结构的模型选取、结构模型的震动特性和最终的设计措施。
According to some material about one high building with large chassis and double towers, base on the computation result of some structure programes as SATEW and PMSAP. Model of multi - tower whit large chassis are analyzed, vibration characteristic and the final design mersure are discussed.
出处
《建筑技术开发》
2009年第9期1-2,22,共3页
Building Technology Development
关键词
大底盘
整体模型
特征周期
时程分析
large chassis
multi-tower
characteristic period
time- history analysis
