期刊文献+

巨型钢框架-预应力拉索支撑结构施工方案比较分析

COMPARATIVE ANALYSIS OF CONSTRUCTION SCHEMES FOR MEGA STEEL FRAME-PRESTRESSED CABLE BRACING STRUCTURES
原文传递
导出
摘要 为研究巨型钢框架-预应力拉索支撑结构施工,设计了8种施工方案。对8种施工方案下结构的变形和内力以及索力作对比分析,同时将上述结果与一次性加载方案进行比较分析。结果表明:结构内力和变形以及索力因施工方案的不同而有差异;部分方案下结构内力和变形以及拉索内力较小。分析结果可为巨型钢框架-预应力拉索支撑结构的施工提供参考。 In order to study the construction of mega frame-cable bracing structures, eight construction schemes were designed.Comparative study was made on the structural deformation and inner force of each scheme, as well as that under disposable loading scheme.Results show that the structural force and deformation differ from each other under different construction schemes and show relatively smaller values under some construction schemes, which can provide some guidance for the construction of mega frame-cable bracing structures.
出处 《工业建筑》 CSCD 北大核心 2015年第6期123-127,共5页 Industrial Construction
基金 江苏省结构工程重点实验室(ZD1302) 江苏省青蓝工程学术带头人培养工程
关键词 预应力 巨型钢框架 施工方案 拉索支撑 pre-stress mega steel frame construction scheme cable brace
  • 相关文献

参考文献5

二级参考文献25

  • 1黄怡,王元清,石永久.支撑布置方式对多高层钢结构抗震性能的影响分析[J].钢结构,2005,20(5):41-44. 被引量:27
  • 2崔晓强,郭彦林,叶可明.大跨度钢结构施工过程的结构分析方法研究[J].工程力学,2006,23(5):83-88. 被引量:148
  • 3连业达,张洵安,Sheldon Cherry.Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system[J].Earthquake Engineering and Engineering Vibration,2007,6(2):171-181. 被引量:19
  • 4[2]Vafai A,Eslelcanchi H,Mufid M.The use of single diagonal bracing in improvement of the lateral response of tall buildings[J].Structural Design of Tall Buildings,1995(4):115-126.
  • 5[6]Zheng Tingyin.A simplified modal of braced steel frames in tall building considering second-order effects[C]∥Proceedings of Sixth Pacific Structural Steel Conference.Beijing:Seismological Press,2001.
  • 6[8]Jinkoo Kim,Jingook Ryu,Lan Chung.Seismic performance of structures connected by viscoelastic dampers[J].Engineering Structures,2006,28:183-195.
  • 7[10]Edward L,Wilson.Static and Dynamic Analysis of Structures[M].USA:Computers and Structures Inc,1996.
  • 8陆赐麟 王冬梅.预应力技术首次在我国超高层钢结构中的成功应用.工业建筑,2006,:188-191.
  • 9Hou Xingguo, Hiroshi T. Displacement-Restraint Bracing for Seismic Retrofit of Steel Moment Frames [ J ]. Journal of Constructional Steel Research, 2008 ( 12 ) : 1 - 9.
  • 10Mofid M, Lotfollahi M. On the Characteristics of New Ductile Knee Bracing Systems [ J ]. Journal of Constructional Steel Research, 2006,62:271 -281.

共引文献26

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