摘要
建立了短肢剪力墙结构层间侧移计算力学模型——带刚域的十字型梁柱组合单元 .在考虑了梁、柱弯曲、剪切变形影响的基础上 ,推导出层间屈服侧移、极限侧移及层延性的计算公式 。
This paper presents a story displacement calculation mechanical model of short pier shear wall structure——beam and column combination element with a rigid zone.Based on the consideration of beam,column bending and shearing deformation influences,the formulas for calculating the story yield displacement,ultimate displacement and story ductility are derived.The paper also analyzes the reliability of the real structure.
出处
《天津大学学报（自然科学与工程技术版）》
EI
CAS
CSCD
2000年第3期363-366,共4页
Journal of Tianjin University：Science and Technology
关键词
短肢剪力墙
弹塑性变形
层间极限变形能力
计算
short pier shear wall
beam column combination element
elasto plastic deformation
yield displacement
ultimate displacement
ductility
