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Author:

Gao, ZhiSheng (Gao, ZhiSheng.) | Huang, Yan (Huang, Yan.) (Scholars:黄艳) | Liu, Yong (Liu, Yong.) | Qi, LuKuan (Qi, LuKuan.)

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CPCI-S EI Scopus

Abstract:

In this paper, taken a steel box arch bridge as background, a FEA model is built and the stability is analyzed, including buckle stability and extreme stability. The results show that there are significant differences between buckle stability factor and extreme stability factor. It is a must to pay more attention to arch bridge stability.

Keyword:

load proportion factor material nonlinear geometric nonlinearity arch bridge eigenvalue stability

Author Community:

  • [ 1 ] [Gao, ZhiSheng]Beijing Municipal Engn Profess Design Inst, Beijing 100037, Peoples R China
  • [ 2 ] [Liu, Yong]Beijing Municipal Engn Profess Design Inst, Beijing 100037, Peoples R China
  • [ 3 ] [Huang, Yan]Beijing Univ Technol, Beijing 100037, Peoples R China
  • [ 4 ] [Qi, LuKuan]Beijing Univ Technol, Beijing 100037, Peoples R China

Reprint Author's Address:

  • [Gao, ZhiSheng]Beijing Municipal Engn Profess Design Inst, Beijing 100037, Peoples R China

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Source :

ADVANCES IN CIVIL ENGINEERING, PTS 1-6

ISSN: 1022-6680

Year: 2011

Volume: 255-260

Page: 1012-,

Language: English

Cited Count:

WoS CC Cited Count: 1

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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