1. School of Highway Chang'an University, Xi'an Shaanxi 710064, China;
2. Basic Construction Project Quality Supervision Station, Shaanxi Provincial Transport Department, Xi'an Shaanxi 710075, China
Verification Coefficient and Optimization Method for Bridge Evaluation
WANG Ling-bo1, JIANG Pei-wen2, MA Yin-ping1, ZHAO Yu1
1. School of Highway Chang'an University, Xi'an Shaanxi 710064, China;
2. Basic Construction Project Quality Supervision Station, Shaanxi Provincial Transport Department, Xi'an Shaanxi 710075, China
摘要Bridge load test, especially static test evaluation, is one of the most commonly utilized bridge inspection appraisal methods. Verification coefficient values are rough and could not adapt to the trend of bridge construction over the years. To improve calculation precision and evaluation accuracy, a concept of verification coefficient of the impact factor is proposed. A new verification coefficient calculation method based on the analysis of the differences between the calculation model and actual structure and combined with the characteristics of practice and calculation modeling error is presented. Then, a theoretical verification coefficient calculation method is established, and the range of verification coefficient values of different parameters is summarized. After calculating the deviation percentage, research is conducted to reduce bridge assessment misjudgment. A practical optimization method for bridge static test evaluation is established. This optimization method comprises three parts, namely, correction calculation of the theoretical value, optimization analysis of the verify coefficient range, and evaluation algorithm for the deviation percentage. Numerical examples show that the proposed optimization method can reduce the deviation percentage and improve the accuracy of evaluation results. The method is suitable for all bridge inspection applications.
Abstract：Bridge load test, especially static test evaluation, is one of the most commonly utilized bridge inspection appraisal methods. Verification coefficient values are rough and could not adapt to the trend of bridge construction over the years. To improve calculation precision and evaluation accuracy, a concept of verification coefficient of the impact factor is proposed. A new verification coefficient calculation method based on the analysis of the differences between the calculation model and actual structure and combined with the characteristics of practice and calculation modeling error is presented. Then, a theoretical verification coefficient calculation method is established, and the range of verification coefficient values of different parameters is summarized. After calculating the deviation percentage, research is conducted to reduce bridge assessment misjudgment. A practical optimization method for bridge static test evaluation is established. This optimization method comprises three parts, namely, correction calculation of the theoretical value, optimization analysis of the verify coefficient range, and evaluation algorithm for the deviation percentage. Numerical examples show that the proposed optimization method can reduce the deviation percentage and improve the accuracy of evaluation results. The method is suitable for all bridge inspection applications.
基金资助:Supported by the China Postdoctoral Science Foundation (No.2015M572511);the Fundamental Research Funds for the Central Universities (No.310821153306)
通讯作者:
WANG Ling-bo,E-mail address: dr.wlb@qq.com
E-mail: dr.wlb@qq.com
引用本文:
王凌波, 蒋培文, 马印平, 赵煜. 基于高阻尼橡胶支座的混凝土连续梁桥减隔震性能研究[J]. Journal of Highway and Transportation Research and Development, 2016, 10(2): 40-46.
WANG Ling-bo, JIANG Pei-wen, MA Yin-ping, ZHAO Yu. Verification Coefficient and Optimization Method for Bridge Evaluation. Journal of Highway and Transportation Research and Development, 2016, 10(2): 40-46.
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2016, Vol. 10 
