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.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
1995年第1期126-134,共9页
Journal of South China University of Technology(Natural Science Edition)
关键词
框架结构
剪力墙
结构分析
桁架
内力
位移
s: framed structures, shear walls, structural analysis,/ staggered truss
