期刊文献+

北京某小学教学楼防屈曲耗能支撑的安装施工 被引量:2

Strengthen Construction Using Buckling-restrained Braces in a Primary School Building of Beijing
下载PDF
导出
摘要 屈曲约束支撑是一种新型的耗能型结构支撑,用于结构抗震加固优势非常显著。本文通过北京市顺义区某小学南教学楼结构加固中防屈曲耗能支撑技术的应用,介绍了这种新型结构的详细施工过程(方法)。整个施工过程综合考虑了节点、外装饰立面等建筑方面的要求,并对屈曲约束支撑在结构加固施工中一些常见难点问题的解决方法进行了解析。这些施工难点问题的解决,不仅对屈曲约束支撑在结构加固中的应用将起到积极的推动作用,而且也给其他结构的施工提供可供借鉴的参考。 Buckling-restrained brace(BRB) is a new type of composite bracing members which can act as conventional brace without buckling.And there are many advantages for BRB using in structure strengthen.In this paper,the construction process of BRB used to strengthen a primary school building in Beijing is discussed.By hard work of construction,some difficult techniques of BRB are settled,and the design seismic behaviors of the building are improved largely.
出处 《工程抗震与加固改造》 北大核心 2011年第5期119-122,共4页 Earthquake Resistant Engineering and Retrofitting
关键词 结构加固 屈曲约束支撑 抗震性能 结构施工 structure strengthen buckling-restrained braces seismic behaviors structure construction
  • 相关文献

参考文献6

二级参考文献22

  • 1汪家铭,中岛正爱,陆烨.屈曲约束支撑体系的应用与研究进展(Ⅰ)[J].建筑钢结构进展,2005,7(1):1-12. 被引量:189
  • 2蔡克铨,黄彦智,翁崇兴.双管式挫屈束制(屈曲约束)支撑之耐震行为与应用[J].建筑钢结构进展,2005,7(3):1-8. 被引量:101
  • 3郭彦林,刘建彬,蔡益燕,邓科.结构的耗能减震与防屈曲支撑[J].建筑结构,2005,35(8):18-23. 被引量:102
  • 4李柏 张毅刚.防屈曲支撑在网架结构减震中的布置方案研究.工业建筑,2008,.
  • 5Chen C C,Chen S Y,et al.Application of low yield strength steel on controlled plastifieation ductile concentrically braced frames[J].Canadian Journal of Civil Engineering,2001.
  • 6蔡益燕,郁银泉.屈曲约束支撑和制震设计[A].高层建筑抗震技术交流会论文集(第九届)[C].2003,12:7~10
  • 7Clark P,Aiken I,Kasai K,Ko E,Kimura I."Design procedures for buildings incorporating hysteretic damping devices."Proceedings,69th Annual Convention,SEAOC,Sacramento,CA,1999.
  • 8Chen C C,Wang C H,Hwang T C."Buckling strength of buckling inhibited braces."Proceedings,3rd Japan-Korea-Taiwan Joint Seminar on Earthquake Engineering for Building Structures,Taipei,Taiwan,2001b:265-271.
  • 9Inoue K,Sawaizumi S,Higashibata Y,Inoue K."Stiffening design at the edge of reinforced concrete panel including unbonded steel diagonal braces."Journal of Structural Engineering,Architectural Institute of Japan,1993,443:137-146 (in Japanese).
  • 10Kuwahara S,Tada M."A study on stiffening capacity of double-tube members,"Journal of Structural and Construction Engineering,Architectural Institute of Japan,1993,445:151-158 (in Japanese).

共引文献1354

同被引文献15

引证文献2

二级引证文献2

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部