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Author:

Gao, Xiang-Yu (Gao, Xiang-Yu.) | Zhang, Teng-Long (Zhang, Teng-Long.) | Huang, Hai-Tao (Huang, Hai-Tao.) | Wang, Xin (Wang, Xin.) | Ren, Jie (Ren, Jie.)

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EI Scopus PKU CSCD

Abstract:

In order to bring improve the aseismatic performance of the common concentrically, based on the researches on the buckling-restrained brace and common concentrically braced steel frames, it was adopt to improve common concentrically braced steel frames., and achieve the seismic fortification goal. Thus aseismatic performance of the main structure was kept elastic characteristic under the middle seism on the condition that the quantity of steel didn't increase. First the method and the steps were listed. Second taking a multi-story concentrically braced steel frames for example, reasonable buckling-restrained brace was selected. Hand computation and the pushover analyses are carried. Finally it was proved that this way listed in this paper was feasible.

Keyword:

Buckling Energy dissipation Structural frames Steel construction

Author Community:

  • [ 1 ] [Gao, Xiang-Yu]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, Teng-Long]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Huang, Hai-Tao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Xin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Ren, Jie]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2010

Issue: 9

Volume: 36

Page: 1206-1214

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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