| 放坡单肢箱型高墩临界荷载的简化求解 |
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| 引用本文： | 张犇,商广明.放坡单肢箱型高墩临界荷载的简化求解[J].交通科技与经济,2010,12(6):75-77. |
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| 作者姓名： | 张犇 商广明 |
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| 作者单位： | 重庆交通大学土木建筑学院,重庆400074 |
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| 摘 要： | 以稳定理论为基础,用能量法推导单肢箱型高墩临界荷载的实用求解公式,通过与有限元计算方法进行对比,实用求解公式计算结果的精度能够满足工程要求,对类似高墩结构在设计与施工中的稳定性控制提供一定参考价值。
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| 关 键 词： | 单肢箱型 临界荷载 实用求解公式 |
The Simplified Solution of the Slope Single-Limb Box-Tun Hing-Pier Critical Load |
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| ZHANG Ben,SHANG Guang-ming.The Simplified Solution of the Slope Single-Limb Box-Tun Hing-Pier Critical Load[J].Technology & Economy in Areas of Communications,2010,12(6):75-77. |
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| Authors: | ZHANG Ben SHANG Guang-ming |
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| Institution: | (School of Civil and Architectural Engineering,Chongqing Jiaotong University,Chongqing 400074,China) |
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| Abstract: | Took the stable theory as a foundation,had inferred the slope single-limb box-Tun hing-pier critical load practical solution formula,compared to the finite element method,the precision of the practical formula can satisfy the project request.The formula can provide a certain reference value for the stability control of the similar high pier structure in the design and construction。 |
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| Keywords: | single-limb box-Tun critical load practical formula hing-pier |
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