| 框架剪力墙-钢管砼板柱结构地震响应分析 |
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| 引用本文： | 王靖,刘天适,齐雪妍,刘迪.框架剪力墙-钢管砼板柱结构地震响应分析[J].河北理工大学学报（自然科学版）,2009,31(3):130-133. |
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| 作者姓名： | 王靖 刘天适 齐雪妍 刘迪 |
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| 作者单位： | 1. 河北理工大学,建筑工程学院,河北,唐山,063009
2. 河北唐山建设集团,河北,唐山,063009 |
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| 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.
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| 关 键 词： | 框剪结构 框剪-钢管砼板柱结构 动力分析 |
Analysis of Seismic Response for Frame-Shear Wall and Concrete-Filled Steel Tubular Slab-Column Structure |
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| WANG Jing,LIU Tian-shi,Qi Xue-yan,Liu Di.Analysis of Seismic Response for Frame-Shear Wall and Concrete-Filled Steel Tubular Slab-Column Structure[J].Journal of Hebei Institute of Technology(Natural Science Edition),2009,31(3):130-133. |
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| Authors: | WANG Jing LIU Tian-shi Qi Xue-yan Liu Di |
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| 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. |
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| Keywords: | frame-shear wall structure frame-shear wall and concrete-filled steel tubular slab-column structure dynamical analysis |
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