Field-calibrated influence lines for improved axle weight identification with a bridge weigh-in-motion system-Reference-Cited by-同舟云学术

Field-calibrated influence lines for improved axle weight identification with a bridge weigh-in-motion system

Published:2014-05-06 Issue:6 Volume:11 Page:721-743
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhao Hua,Uddin Nasim,Shao Xudong,Zhu Ping,Tan Chengjun

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/15732479.2014.904383

Reference42 articles.

1. DampseyA.T., O'BrienE.J. & O'ConnorJ.M. (1995). A bridge weigh-in-motion system for the determination of gross vehicle weights. In B.Jacob, et al. (Eds.), Post proceedings of 1st European conference on weigh-in-motion of road vehicles (pp. 239–249). Zurich: ETH.

2. DempseyA.T., JacobA.T. & CarracilliJ. (1998). The use of instrumented orthotropic bridges for determining vehicle weights, dimensions and parameters. In Proceedings of the 5th international symposium on heavy vehicles weights and dimensions (pp. 188–209). Brisbane, Australia: Australian Road Research Board.

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