节点文献
框架剪力墙-钢管砼板柱结构地震响应分析
Analysis of Seismic Response for Frame-Shear Wall and Concrete-Filled Steel Tubular Slab-Column Structure
【摘要】 随着人们对大空间、灵活隔断要求的不断提高,提出了一种新型的框架剪力墙-钢管砼板柱结构。在地震作用下,采用SATWE对该新型结构和框剪结构进行动力时程分析,得出相应的结论,为工程实践提供参考。
【Abstract】 With the demand of requiring large space and the flexibility of seperation,frame-shear wall and concrete-filled steel tubular slab-column structure is raised.In the earthquake,it make dynamical time-history analysis on frame-wall structure and the new structure by using SATWE,it comes to the conclusions that can provide reference for the project.
- 【文献出处】 河北理工大学学报(自然科学版) ,Journal of Hebei Polytechnic University(Natural Science Edition) , 编辑部邮箱 ,2009年03期
- 【分类号】TU398.9
- 【下载频次】62