摘要
用数学方法分析联肢墙横梁中的弹塑性剪力集度的分布情况,进而分析横梁自身具有的延性系数对塑性内力重分布的影响.
The elasto - plastic shear stress of binding beam at multi - pier shear walls is analysed with analytical method, the affection of ductility coefficients of the beam on plastic redistribution of internal force in the shear walls is also analysed.
出处
《建筑结构》
CSCD
北大核心
1998年第2期17-21,共5页
Building Structure
