摘要
框支剪力墙结构考虑楼板变形计算的超元法 ,即将落地墙及框支墙的上部剪力墙简化为等效柱 ,底部框架简化为等代柱 ,楼板视为深梁 ,整个结构可按固定在地面上的十字交叉梁系 ,用矩阵位移法进行空间整体分析 ,自由度很少 ,计算简便。
The super element method considering floor deformation for structure with shear walls supported by frames is presented with the assumption of shear walls as equivalent columns, bottom frames as substitute columns and floors as deep beams. The whole structure is thought of as grillage beams sytem supported on soil and analyzed by matrix displacement method. The method is simpler in calculation and programing.
出处
《工业建筑》
CSCD
北大核心
2001年第8期33-35,共3页
Industrial Construction
关键词
框支剪力墙结构
超元法
楼板变形
矩阵位移法
计算
structure with shear walls supported by frames\ super element method\ floor deformation
