| 钢管混凝土框架—剪力墙结构的地震响应分析 |
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| 引用本文： | 胡潇,钱永久,段敬民.钢管混凝土框架—剪力墙结构的地震响应分析[J].四川建筑科学研究,2009,35(4). |
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| 作者姓名： | 胡潇 钱永久 段敬民 |
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| 作者单位： | 1. 西南交通大学土木工程学院,四川,成都,610031;成都理工大学环境与土木工程学院,四川,成都,610059
2. 西南交通大学土木工程学院,四川,成都,610031 |
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| 摘 要： | 对钢管混凝土柱的高层框架-剪力墙结构进行地震响应计算,从理论上分析了结构的自振特性、罕遇地震作用下各自的地震反应,综合评定了钢管混凝土结构的抗震性能,为该结构的设计提供了参考数据.
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| 关 键 词： | 钢管混凝土 框架剪力墙结构 地震响应 时程分析 |
The analysis of the concrete filled steel tube(CFST) frame-shear wall under seismic load |
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| HU Xiao,QIAN Yongjiu,DUAN Jingmin.The analysis of the concrete filled steel tube(CFST) frame-shear wall under seismic load[J].Building Science Research of Sichuan,2009,35(4). |
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| Authors: | HU Xiao QIAN Yongjiu DUAN Jingmin |
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| Affiliation: | HU Xiao1,2,QIAN Yongjiu1,DUAN Jingmin1(1.Civil Engeneering Department,Southwest Jiaotong University,Chengdu 610031,China,2.Department of the Entironment , Civil Engeneering,Chengdu University of Technology,Chengdu 610059,China) |
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| Abstract: | Seismic behavior of the frame-shear wall structure,which are composed of the concrete filled steel tubular(CFST) column,have been studied.Dynamic behaviors and stronge earthquake responses of the CFST are analyzed.Comparing the calculation results,the earthquake resistant behavior of the CFST structure has been appraised synthetically,which may be referenced for structure design. |
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| Keywords: | concrete filled steeled tube frame-shear wall structure seismic response timing analysis |
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