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新型自复位钢结构体系研究进展

韩建平 王晓燕

结构工程师Issue(4):222-232,11.
结构工程师Issue(4):222-232,11.

新型自复位钢结构体系研究进展

State-of-the-art of New Self-centering Steel Structural Systems

韩建平 1王晓燕2

作者信息

  • 1. 兰州理工大学甘肃省土木工程防灾减灾重点实验室,兰州 730050
  • 2. 兰州理工大学西部土木工程防灾减灾教育部工程研究中心,兰州 730050
  • 折叠

摘要

Abstract

Self -centering steel structural systems not only can reduce even eliminate the post-earthquake residual deformation,but also can increase the energy dissipation capacity by combining with the energy-dissipation devices.Therefore,this type of systems are promising for engineering application.Components and basic characteristics of the self-centering steel structural systems were introduced briefly.New proposed self-centering steel structural systems were categorized as self-centering steel frame system,self-centering steel braced-frame system,self-centering steel plate shear wall system and self-centering energy-dissipation devices. Configurations,rationale and current research status of each system were summarized detailedly.Further research issues that are necessary for the development of self-centering steel structural systems are recommended.

关键词

自复位/消能/预应力/残余变形/钢结构

Key words

self-centering/energy dissipation/pre-stress/residual deformation/steel structures

引用本文复制引用

韩建平,王晓燕..新型自复位钢结构体系研究进展[J].结构工程师,2015,(4):222-232,11.

基金项目

甘肃省科技支撑计划项目(1204FKCA126);甘肃省建设科技攻关资助项目 ()

结构工程师

OA北大核心CSTPCD

1005-0159

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