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防屈曲支撑钢框架结构耗能性能分析 被引量:2

On analysis of energy dissipation performance of steel frame structure of buckling-restrained brace
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摘要 指出耗能支撑是钢结构及钢筋混凝土结构的重要组成部分,防屈曲支撑作为一种新的耗能支撑,在国内外研究和工程应用中日趋增多,通过SAP2000有限元软件对设有防屈曲支撑的多层钢框架进行了耗能减震性能分析,结果表明:防屈曲支撑具有良好的耗能减震性能,是结构抗震设计的一种新方案。 The paper points out the energy dissipation brace is the important component in the steel structure and the reinforced concrete structure,indicates the buckling-restrained brace,as a new energy dissipation support,is researched at home and abroad and applied in projects increasingly,illustrates the analysis of the energy dissipation brace ability of the multi-layer steel frame is undertaken by SAP2000 finite element software.It is concluded that the buckling-restrained brace has better energy dissipation an...
出处 《山西建筑》 2010年第1期100-101,122,共3页 Shanxi Architecture
关键词 钢框架 防屈曲支撑 耗能 非线性 时程分析 steel frame buckling-restrained brace energy dissipation non-linear time history analysis
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  • 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赵丽清.砌体结构房屋抗震设计[J].山西建筑,2007,33(5):82-83. 被引量:12
  • 3GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 4JGJ3-2002.高层建筑混凝土结构技术规程[S].[S].,..
  • 5GB50011-2001.建筑抗震设计规范[S].[S].,..
  • 6Yoshino T,Karino Y.Experimental study on shear wall with braces:Part 2.Summaries of technical papers of annual meeting[C]// Architectural Institute of Japan.Structural Engineering Section,1971:403.
  • 7Xie Q.State of the art of buckling-restrained braces in Asia[J].Journal of Constructional Steel Research,2005,61,727-748.
  • 8Brown P,Aiken D,Jafarzadeh F.Seismic retrofit of Wallance F.Bennett Federal Building[J].Modem Steel Construction,2001,29-37.
  • 9NEHRP Recommended Provisions for Seimic Regulations for New buildings and Other Structures.FEMA450[S].2003.
  • 10AISC.Seismic Provisions for Structural Steel buildings.ANSI/AISC 341-05[S].2005.

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