首页> 外文会议>International Conference on Structural Condition Assessment, Monitoring and Improvement;SCAMI-2 >PROBLEMS AND COUNTERMEASURES IN THE CALCULATION OF LATERAL VIBRATION OF TRAIN-BRIDGE TIME-DEPENDENT SYSTEM
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PROBLEMS AND COUNTERMEASURES IN THE CALCULATION OF LATERAL VIBRATION OF TRAIN-BRIDGE TIME-DEPENDENT SYSTEM

机译:列车-桥梁时滞系统横向振动计算中的问题与对策

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Three fundamental problems in the calculation of lateral vibration of train-bridge time-dependent system (hereinafter referred to as the system) are expounded in this paper. That is, (1) Proper solution to lateral vibration of the system cannot be obtained by establishing separate lateral vibration equation groups of the car and the bridge; (2) The exciting source of lateral vibration of the system has not been made definite; (3) It is difficult to carry out the random analysis of vibration of the system as the theory of the random vibration analysis for the system has not been established. The countermeasures to solve these problems are introduced in detail as follows: (1) Establishing the lateral vibration equation group of the system to solve the problem of the non-guaranteed uniqueness of the solution of the equation group for the lateral vibration of the system; (2) Determining the exciting source of the lateral vibration of the system according to the homogeneous nature of the lateral vibration equation group of the system; (3) Establishing the theory of random energy analysis of lateral vibration of the system to solve the problem of the random analysis of the lateral vibration of the system. Six cases concerning the lateral vibration of train-bridge time-dependent system are calculated according to the countermeasures. The field test results are well responded, which demonstrates the correctness and effectiveness of our thinking and methods presented in this paper
机译:阐述了列车-桥梁时变系统(以下简称系统)的横向振动计算中的三个基本问题。也就是说,(1)无法通过建立轿厢和桥梁的单独的横向振动方程组来获得对系统的横向振动的正确解决方案; (2)系统横向振动的激发源尚未确定; (3)由于尚未建立系统随机振动分析的理论,因此难以进行系统振动的随机分析。解决这些问题的对策详细介绍如下:(1)建立系统的横向振动方程组,以解决系统横向振动方程组解的非保证唯一性问题; (2)根据系统横向振动方程组的齐性确定系统横向振动的激发源; (3)建立系统横向振动随机能量分析理论,解决系统横向振动随机分析问题。根据对策,计算了与时桥系统有关的横向振动的6种情况。现场测试结果得到了很好的回应,这证明了本文所提出的思想和方法的正确性和有效性。

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