河南城建学院学报2018，Vol.27Issue(2)：35-41,7.DOI:10.14140/j.cnki.hncjxb.2018.02.006
基于某超限框架剪力墙结构抗震设计与分析
Anti-seismic design and analysis of shear wall structure based on a super-limited frame
郭强亮 1王建春1
作者信息
- 1. 河北四建建筑设计研究院,河北 石家庄050051
- 折叠
摘要
Abstract
Based on the residential construction project of Tianjin Xiqing Development Zone,a high 124.6 m frame shear wall structure is analyzed for its super limit design and aseismic design.The paper mainly analyzes the plane and elevation layout,construction measures and seismic analysis of the structure of the frame shear wall with super limit.Through comparison and analysis of the results of PKPM and Midas-gen models,it is proved that the frame shear wall structure of this framework conforms to the current Technical Specification for Concrete Structures of High-rise Buildings(JGJ3 -2010)and Code for Seismic Design of Buildings (GB50011 -2010).关键词
框架剪力墙超限结构/时程分析/位移角/弹性阶段Key words
frame shear wall overrun structure/time history analysis/displacement angle/elastic phase分类
建筑与水利引用本文复制引用
郭强亮,王建春..基于某超限框架剪力墙结构抗震设计与分析[J].河南城建学院学报,2018,27(2):35-41,7.
