高层建筑结构侧移刚度矩阵计算方法的探讨  

Research of Computing Method of the Drift Stiffness Matrix for Tall Building Structures

作　　者：汪梦甫[1] 沈蒲生[1] 

机构地区：[1]湖南大学土木系,长沙410082

出　　处：《建筑结构》1996年第11期14-17,59,共5页Building Structure

摘　　要：本文发展了高层建筑结构侧移刚度矩阵计算的几种方法,通过算例,对几种方法的计算误差、计算机耗时、占用计算机内存等进行了讨论.In this paper, several mathods of forming the drift stiffness matrix for tall building structures are developed. The calculation error, the computer waste time and the computer cache requirements of different methods to form the stiffness matrix of tall building structures are compared by numerical examples.

关 键 词：高层建筑结构 侧移刚度矩阵 结构分析 计算方法 

分 类 号：TU973.2[建筑科学—结构工程]