Based on the characteristic of vehicle-bridge coupling vibration,the theoretical calculation model of limit bump height in vehicle bump test was established using D’Alembert principle and the hypothesis of Euler-Bernoulli beam.
基于车桥耦合振动特性,应用达朗伯(D′Alembert)原理和欧拉-柏努利梁(Euler-Bernoulli)假设,建立了跳车试验中动力时程响应的理论计算模型。
参考来源 - 简支梁桥动态检测中跳车激励方法理论研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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