摘要
建立了框架-剪力墙结构基于变形协调的连续化分析方法,通过对剪力墙位置和剪力墙厚度等数量方面的改变考察框剪结构的受力性能,通过对层间位移角的影响值的对比得到剪力墙布置方案的结论,可供结构设计参考。
A continuous analysis method of frame-shear wall structure based on deformation coordination is established.Through the change of shear wall position and shear wall thickness,the mechanical performance of frame shear structure is investigated.
出处
《科技创新与应用》
2020年第11期64-65,69,共3页
Technology Innovation and Application
关键词
框架-剪力墙结构
层间位移角
抗震能力
frame-shear wall structure
interstory displacement angle
seismic resistance
