| 桥梁冲击系数随机性分析 |
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| 引用本文： | 施尚伟,杜松,李莹雪.桥梁冲击系数随机性分析[J].重庆交通大学学报(自然科学版),2012,31(3):377-379,393. |
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| 作者姓名： | 施尚伟 杜松 李莹雪 |
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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： | 车辆对桥梁冲击作用的影响因素包括:车桥频率耦合、桥面平整度、行车试验的随机性、动力荷载效率大小等。以一座典型3跨连续箱形桥的动荷载试验为基础,通过行车试验作用下实测动挠度时程信号,对该桥冲击系数随机性、冲击系数与动力荷载效率之间相关性进行分析。研究表明:车辆对桥梁的冲击系数具有较大的随机性,冲击系数与动力荷载效率之间具有较大的相关性。
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| 关 键 词： | 冲击系数 动力荷载效率 动挠度 随机性 相关性 |
Randoms Analysis of Bridge Impact Coefficient |
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| Shi Shangwei
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Du Song
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Li Yingxue.Randoms Analysis of Bridge Impact Coefficient[J].Journal of Chongqing Jiaotong University,2012,31(3):377-379,393. |
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| Authors: | Shi Shangwei Du Song Li Yingxue |
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| Institution: | (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China) |
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| Abstract: | The influence factors of vehicles impact on the bridges include the vehicle-bridge frequency coupling,the bridge deck unevenness,the randomness of the driving test and size of dynamic loading efficiency.Based on a dynamic test upon a typica three span continuous box girder bridge,through the dynamic deflection schedule signal under the action of road test,the randomness of bridge impact coefficient,the correlation between impact coefficient and dynamic loading efficiency were analyzed.Studies have shown that the impact coefficient is quite random;the impact coefficient has close relation with dynamic loading efficiency. |
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| Keywords: | impact coefficient dynamic loading efficiency dynamic deflection randomness correlation |
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