| 桥梁冲击系数的探讨 |
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| 引用本文： | 田玉梅,何东坡,徐岩. 桥梁冲击系数的探讨[J]. 东北林业大学学报, 2001, 29(1): 88-89 |
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| 作者姓名： | 田玉梅 何东坡 徐岩 |
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| 作者单位： | 东北林业大学. |
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| 摘 要： | 采用汽车激振法，测试吉林市九站松花江特大桥的冲击系数１＋μ，８测试结果表明，对于跨大于４５m的桥梁在设计时应该考虑冲击作用。
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| 关 键 词： | 桥梁 冲击系数 测试 |
Approach of Impact Coefficient of Bridge |
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| Tian Yumei,He Dongpo. Xu Yan. Approach of Impact Coefficient of Bridge[J]. Journal of Northeast Forestry University, 2001, 29(1): 88-89 |
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| Authors: | Tian Yumei He Dongpo. Xu Yan |
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| Abstract: | With the method of vibration by automobile, the impact coefficient of Jilin Jiuzhan Songhuajiang River-bridge was tested, The results show that the impact affect of bridge span over 45 m should be considered in the course of designing. |
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| Keywords: | Bridge Impact coefficient |
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