您现在的位置:建筑结构>> 期 刊>> 2013年>> 增刊S1(下)>>正文内容
汶川方钢管混凝土组合异形柱结构抗震性能分析*
王亚雯1,陈志华1,周 婷2,李砚波1,于敬海3,王 亨3
摘 要

(1天津大学建筑工程学院,天津 3000722天津大学建筑学院,天津 3000723天津大学建筑设计规划研究总院,天津 300072)

[摘要] 汶川县映秀镇渔子溪村241户民居灾后重建项目中采用的方钢管混凝土组合异形柱结构是一种新型结构体系。本文介绍了方钢管混凝土组合异形柱结构在汶川灾后重建工程中的应用情况,采用振型分解反应谱法和Pushover分析法,对异形柱结构在多遇地震和罕遇地震下的承载能力、变形能力及屈服机制进行分析。结果表明,方钢管混凝土组合异形柱结构在多遇地震和罕遇地震下均有较好的抗震性能,作为一种绿色建筑形式,在地震多发区和村镇地区有较好的应用前景。

[关键词] 方钢管混凝土组合异形柱;抗震性能;振型分解反应谱分析;Pushover分析

中图分类号:T398U      文献标识码:A      文章编号:1002-848Xp(2013)S1-1128-05

Study on seismic performance of special-shaped column composed of concrete-filled square steel tubesSCFSTstructure in Wenchuan

Wang Yawen 1, Chen Zhihua1, Zhou Ting2, Li Yanbo1, Yu Jinghai3, Wang Heng3

1 School of Civil Engineering, Tianjin University, Tianjin 300072, China2 School of Architecture, Tianjin University, Tianjin 300072, China3 Tianjin University Research Institute of Architectural Design & Urban Planning, Tianjin300072, China

Abstract: Special-shaped column composed of concrete-filled square steel tubesSCFSTstructure which applied to post-disaster reconstruction in Wenchuan county after 5.12 earthquake is a new type of structural system. In this paper, a brief introduction of the application of SCFST structure was provided. Load bearing capacity, deformation capacity and yield mechanism of SCFST under frequent and rare earthquake were analyzed using response spectrum modal analysis method as well as pushover method. Results have shown that, SCFST structure has preferable earthquake resistant performance under both frequent and rare earthquake conditions. Further, as a kind of green building, SCFST structure should have good application prospect in the future as it widely applied to earthquake-prone zones and remote rural areas in China.

Keywords: special-shaped column composed of concrete-filled square steel tubes seismic performance, response spectrum analysis Pushover analysis

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!