框支剪力墙结构考虑楼板变形计算的超元法  

THE SUPER ELEMENT METHOD CONSIDERING FLOOR DEFORMATION FOR STRUCTURE WITH SHEAR WALLS SUPPORTED BY FRAMES

作　　者：张同亿[1] 吴敏哲[1] 李从林[2] 

机构地区：[1]西安建筑科技大学,西安710055 [2]兰州铁道学院,兰州730070

出　　处：《工业建筑》2001年第8期33-35,共3页Industrial Construction

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.

关 键 词：框支剪力墙结构 超元法 楼板变形 矩阵位移法 计算 

分 类 号：TU398.2[建筑科学—结构工程]