| 系杆拱桥的侧倾稳定实用分析方法 |
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| 引用本文： | 温林虎,李小勇.系杆拱桥的侧倾稳定实用分析方法[J].萍乡高等专科学校学报,2006(6):86-90,100. |
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| 作者姓名： | 温林虎 李小勇 |
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| 作者单位： | 萍乡市公路管理局,江西,萍乡,337000 |
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| 摘 要： | 以弹性分析为基础,综合考虑横撑刚度、桥面刚度、吊杆非保向力等因素,运用能量驻值原理建立了系杆拱桥侧倾稳定分析的实用分析方法,并对各参数进行了详细的讨论。
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| 关 键 词： | 系杆拱桥 侧倾稳定 |
| 文章编号： | 1007-9149（2006）06-0086-05 |
| 收稿时间： | 2006-07-18 |
| 修稿时间： | 2006年7月18日 |
Pragmatic analysis method of the stability of collapsing on the arch bridge with thick stick |
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| Wen Linhu,Li Xiaoyong.Pragmatic analysis method of the stability of collapsing on the arch bridge with thick stick[J].Journal of Pingxiang College,2006(6):86-90,100. |
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| Authors: | Wen Linhu Li Xiaoyong |
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| Abstract: | Taking the analysis of elasticity as basis, thinking horizontal thick stick’s stiffness ,the bridge floor’s stiffness and the force not guaranteed of the hanging bar synthetically ect, this paper drives pragmatic analysis method of stability of collapsing on arch bridge with thick stick through principle --energy encamping in value and haves carried out detailed discussion on every parameter. |
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| Keywords: | arch bridge with thick stick stability of collapsing on the side |
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