Stability Analysis of the High Bridge Pier under Condition of Elastic Supports
Abstract: Recently, with the development of mountain highway, the height of bridge pier has also increased. Stability of the high pier of bridge is a crucial part of bridge design; therefore, stability analysis of high pier is increasingly outstanding. In this paper, based on existing stability calculation methods, we make a further research into the problem of stability analysis of the high pier with elastic sup-ports in both sides and derive corresponding formulas, which are applied into actual bridge design. A further research into the problem of stability calculation of piers with elastic supports in both sides is made, and corresponding formulas are derived and applied into actual bridge design. Number examples also show the validity of calculation formulas in this paper.
文章引用: 卢绍鸿 , 梁立农 , 梁雄 , 范学明 , 梁志刚 , 李可严 (2015) 桥梁高墩在弹性支座条件下的稳定性计算。 土木工程， 4， 237-242. doi: 10.12677/HJCE.2015.46030
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