A bridge weigh-in-motion system based on iteratively reweighted least squares

被引:0
|
作者
Zhang L. [1 ]
Yin S. [1 ]
Chen N. [1 ]
Wang J. [1 ]
Yuan L. [1 ]
机构
[1] College of Civil Engineering, Hunan University of Science and Technology, Xiangtan
来源
关键词
bridge weigh-in-motion (BWIM); field test; iteratively reweighted least squares; weighted factor;
D O I
10.13465/j.cnki.jvs.2023.012.021
中图分类号
学科分类号
摘要
At present, the commercial bridge weigh-in-motion systems (BWIM) are generally based on the Moses algorithm. Although they can efficiently and quickly identify the axle weights of vehicles driving by bridges, the accuracy is low. To solve this problem, this paper presents a novel algorithm that finds axle weights using the bridge response subjected to the drive-by vehicles. Unlike Moses’ algorithm assuming all the bridge response have the same uncertainties, the proposed algorithm based on iteratively reweighted least squares (IRLS) considers the unequal uncertainties and can assign each observed response data its proper amount of influence over the axle weights estimates. Firstly, derive the formula of axle weights identification using IRLS; then, Numerical simulations are conducted to verify the IRLS algorithm using a simply supported beam-vehicle interaction model; finally, based on the field test of Wushui Fifth Bridge approach bridge, compares and analyses the axle weight identification of Moses algorithm and IRLS algorithm. Results show that IRLS algorithm reasonably allocates the contribution of different load responses to axle load identification and it can get more accurate axle weights than Moses’ algorithm. © 2023 Chinese Vibration Engineering Society. All rights reserved.
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页码:187 / 193
页数:6
相关论文
共 21 条
  • [1] Xiaonian LI, CHEN Airong, Rujin MA, Review on dynamic weighing of bridges [J], China Civil Engineering Journal, 46, 3, pp. 79-85, (2013)
  • [2] WANG Ningbo, Research on application scope and test accuracy of dynamic weighing technology for bridge, Bridge Construction, 45, 5, pp. 36-41, (2015)
  • [3] MOSES F., Weigh-in-motion system using instrumented bridges, Transportation Engineering Journal of ASCE, 105, 3, pp. 233-249, (1979)
  • [4] WANG Ningbo, REN Weixin, WAN Huaping, Dynamic weighing of bridges based on dynamic strain and its optimization algorithm [J], Journal of Vibration and Shock, 32, 4, pp. 116-120, (2013)
  • [5] YU Y, CAI C S, DENG L., Nothing-on-road bridge weigh-in-motion considering the transverse position of the vehicle, Structure and Infrastructure Engineering, 14, 8, pp. 1108-1122, (2018)
  • [6] ZHAO H, TAN C, OBRIEN E J, Et al., Developing digital twins to characterize bridge behavior using measurements taken under random traffic, Journal of Bridge Engineering, 27, 1, (2022)
  • [7] OBRIEN E J, QUILLIGAN M J, KAROUMI R., Calculating an influence line from direct measurements, Bridge Engineering, 159, 1, pp. 31-34, (2006)
  • [8] ZHENG X, YANG D H, YI T H, Et al., Development of bridge influence line identification methods based on direct measurement data: a comprehensive review and comparison, Engineering Structures, 198, (2019)
  • [9] DENG Lu, SHI Hai, HE Wei, Et al., Dynamic weighing of bridges based on virtual simply supported beam method [J], Journal of Vibration and Shock, 37, 15, pp. 209-215, (2018)
  • [10] LANSDELL A, SONG W, DIXON B., Development and testing of a bridge weigh-in-motion method considering nonconstant vehicle speed, Engineering Structures, 152, pp. 709-726, (2017)