| 圬工拱桥极限荷载理论分析研究 |
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| 引用本文： | 刘斐,潘晓东.圬工拱桥极限荷载理论分析研究[J].安徽水利水电职业技术学院学报,2012,12(1):4-6. |
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| 作者姓名： | 刘斐 潘晓东 |
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| 作者单位： | 浙江工业大学建筑工程学院,浙江杭州,310014;浙江工业大学建筑工程学院,浙江杭州,310014 |
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| 摘 要： | 文章介绍国内外拱桥的模型试验,应用相关的拱桥分析理论,给出拱桥的破坏机理以及极限承载力计算方法。
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| 关 键 词： | 圬工拱桥 模型试验 破坏机理 极限承载力 |
The research and analysis of the limit load of masonry arch bridge |
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| LIU Fei
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PAN Xiao-dong.The research and analysis of the limit load of masonry arch bridge[J].Journal of Anhui Technical College of Water Resources and Hydroelectric Power,2012,12(1):4-6. |
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| Authors: | LIU Fei PAN Xiao-dong |
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| Affiliation: | (Zhejiang University of Technology,Hangzhou Zhejiang 310014,China) |
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| Abstract: | According to the phenomenon of the test,the theory of masonry arch bridge.This paper gives the failure mechanism and ultimate bearing capacity for the study of the process of bridge collapse. |
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| Keywords: | masonry arch bridge model test failure mechanism ultimate bearing capacity |
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