用PKPM系列程序优化分析高层结构的几点体会  

Some Experience in Using the PKPM Series for Optimizing the Tall Building's Analysis

作　　者：屠忠尧 

机构地区：[1]杭州天元建筑设计研究院,杭州311201

出　　处：《基建优化》2006年第4期87-89,共3页Optimization of Capital Construction

摘　　要：介绍了作者应用PKPM系列的程序,在高层建筑结构设计计算中的体会,其中对若干抗震设计的控制参数的含义、电算分析与调整操作作了介绍,包括:位移比、周期比、侧刚比、受剪承载力比、剪重比、刚重比、层间位移角以及各种参数的调整等方面。供结构设计工程师参考。The author＇s experience in using the PKPM series for calculating the tall building is introduced in this paper. The meaning of some control parameters in earthquake - resistant compute, the zooming analysis and how to adjust variables are especially introduced. Such as the ratio of the displacement between stories, the ratio of the first period both translate and torsion , the ratio of the lateral displacement stiffness between stories, the ratio both the lateral displacement stiffness and gravity force, the angle of floor displacement, parameters adjusting for tall building calculate and so on.. This paper may provide to structural designer some references.

关 键 词：高层建筑 抗震参数 电算分析 优化 

分 类 号：TU972[建筑科学—建筑设计及理论]