错列桁架－框架－剪力墙结构的内力与位移计算  

CALCULATION OF INTERNAL FORCES AND DISPLACEMENTS OF STAGGERED TRUSS AND FRAME-SHEAR WALL STRUCTURES

作　　者：吴勇明[1] 王祖华[1] 

机构地区：[1]华南理工大学建筑工程系

出　　处：《华南理工大学学报（自然科学版）》1995年第1期126-134,共9页Journal of South China University of Technology(Natural Science Edition)

摘　　要：沿用沿高度连续化的假定，推导了错列桁架－框架－剪力培结构铰结体系和刚结体系的内力及位移计算公式。By using the assumptions of the continuous medium technique in vertical direction, formulas for calculating internal forces and displacements in hinged and rigid jointed systems on staggered truss and frame--shear wall structures have been deduced in this paper.

关 键 词：框架结构 剪力墙 结构分析 桁架 内力 位移 

分 类 号：TU973.19[建筑科学—结构工程] TU932