摘要
对承受任意水平荷载的对称式高层单跨框架和双肢剪力墙，进行了统一的内力分析，并针对其力法方程组的特性。
On the basis of a complete analysis on internal force and characteristics of the force method equation conbinations ,two simple and direct alternative derivations,both reliable and economical,are proposed on the solution to symmetrical high rise single span frames and battened shear walls under horizontal load at arbitrary level.
出处
《工业建筑》
CSCD
北大核心
1999年第11期19-23,共5页
Industrial Construction
关键词
水平荷载
单跨框架
双肢剪力墙
解法
高层建筑
horizontal load at arbitrary level single span frames battened shear walls two alternative derivations
