Stability Analysis of Xiwu Road Steel Box Arch Bridge in Zibo City - 文章详情页

作者：

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

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CPCI-S EI Scopus

摘要：

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.

关键词：

load proportion factor material nonlinear geometric nonlinearity arch bridge eigenvalue stability

作者机构：

[ 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

通讯作者信息：

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

电子邮件地址：

gausson54@sina.com |
hybridge@bjut.edu.cn |
lybeijing@126.com |
qilukuan@sina.com

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