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Simultaneous identification of bridge structural parameters and vehicle loads

机译:同时识别桥梁结构参数和车辆载荷

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Most of the existing methods for identification of vehicle axle loads are based on a model with known system parameters. In this study, a new method is proposed to simultaneously identify bridge structural parameters and vehicle dynamic axle loads of a vehicle-bridge interaction system from a limited number of response measurements. As an inverse output-only identification problem, the estimation of unknown axle loads is incorporated in the framework of an iterative parametric optimization process, wherein the objective is to minimize the error between the measured and predicted system responses. A Bayesian inference regularization is presented to solve the ill-posed least squares problem for input axle loads. Numerical analyses of a simply-supported single-span bridge and a three-span continuous bridge are conducted to investigate the accuracy and efficiency of the proposed method. Effects of the vehicle speed, the number of sensors, the measurement noise, and initial estimates of structural parameters on the accuracy of the identification results are investigated, demonstrating the robustness and efficiency of the proposed algorithm. Finally, it is shown that the bridge dynamic response can be accurately predicted using the identified axle load histories and structural parameters. (C) 2015 Elsevier Ltd. All rights reserved.
机译:用于识别车轴载荷的大多数现有方法都是基于具有已知系统参数的模型。在这项研究中,提出了一种新方法,可从有限数量的响应测量值中同时识别桥梁结构参数和车桥相互作用系统的车辆动态轴荷。作为仅输出的逆识别问题,未知轴负载的估计被合并到迭代参数优化过程的框架中,其中目标是使测量和预测的系统响应之间的误差最小。提出了贝叶斯推理正则化以解决输入轴载荷的不适定最小二乘问题。通过对简支单跨桥和三跨连续桥的数值分析,研究了该方法的准确性和有效性。研究了车速,传感器数量,测量噪声和结构参数的初始估计对识别结果准确性的影响,证明了所提算法的鲁棒性和效率。最后,结果表明,使用确定的车轴载荷历史和结构参数可以准确地预测桥梁的动力响应。 (C)2015 Elsevier Ltd.保留所有权利。

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