Cable-stayed Bridge Steel GirderMaintenance Strategy with Multiple Constraints Optimization Based on Genetic Algorithm

Zhao Xiao-jian

doi:10.12052/gdutxb.180019

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Cable-stayed Bridge Steel GirderMaintenance Strategy with Multiple Constraints Optimization Based on Genetic Algorithm

更新时间：2026-05-27

- Cable-stayed Bridge Steel GirderMaintenance Strategy with Multiple Constraints Optimization Based on Genetic Algorithm
- Vol. 35, Issue 4, Pages: 75-80(2018)
- 作者机构：
  
  广东省高速公路有限公司,广东,广州,510623
- 作者简介：
- 基金信息：
- DOI：10.12052/gdutxb.180019
  CLC： TU312
- Online First：09 July 2018，
  
  Published：2018
- 稿件说明：
移动端阅览
赵晓健. 基于遗传算法的多约束叠合梁斜拉桥钢梁维护策略优化[J]. 广东工业大学学报, 2018, 35(4): 75-80.

Zhao Xiao-jian. Cable-stayed Bridge Steel GirderMaintenance Strategy with Multiple Constraints Optimization Based on Genetic Algorithm[J]. 2018, 35(4): 75-80.
赵晓健. 基于遗传算法的多约束叠合梁斜拉桥钢梁维护策略优化[J]. 广东工业大学学报, 2018, 35(4): 75-80. DOI： 10.12052/gdutxb.180019.

Zhao Xiao-jian. Cable-stayed Bridge Steel GirderMaintenance Strategy with Multiple Constraints Optimization Based on Genetic Algorithm[J]. 2018, 35(4): 75-80. DOI： 10.12052/gdutxb.180019.

摘要

结合桥梁结构劣化模型制定合理的管养维护方案能够有效地降低管养费用

提高管养维护效率. 本文采用了基于可靠度指标的桥梁结构劣化模型

以桥梁使用状况为边界条件

全寿命造价的费用总和最小为约束条件获取最优的桥梁结构维护策略. 应用遗传算法对某斜拉桥大桥叠合梁的钢梁维护策略进行了优化分析

得到了该桥钢梁的最佳维护策略

证明了该方法的可行性.

Abstract

A reasonable maintenance program made combining with the bridge deterioration model can effectively reduce the maintenance cost and improve the efficiency of maintenance. The bridge deterioration model is applied based on reliability index. With the bridge condition as boundary condition

andthe maintenance cost minimized in the whole service life as constraint condition

the optimal bridge maintenance strategyis obtained. Agenetic algorithm (GA) is applied to optimize the steel girder maintenance strategy of Haihuang Bridge. The result shows the feasibility of the method.

关键词

Keywords

references

ZHAO P, YE J S, RONG X L. Behavior deterioration regularity and maintenance strategy of concrete decksbased on examination and evaluation results [J]. Journal of Highway and Transportation Research and Development, 2012, 29(5): 46-51.

ZHU M M, YIN X G, WANG X J. Research on intelligent maintenance decision method of bridge based on life process [J]. Journal of Highway and Transportation Research and Development, 2012, 8(12): 17-19.

ZHU J S, MENG H L. Research of maintenance strategy optimization of steelbridges based on performance deterioration analysis [J]. Bridge of the World, 2010(4): 58-62.

WANG X M, HE Y B, HE S H Maintenance strategy optimization of existing bridgenetwork with consideration of uncertainty[J]. Maintenance strategy optimization of existing bridgenetwork with consideration of uncertainty [J]. Journal of Chang’an University(Natural Science Edition), 2015, 35(6): 71-78.

SHAO X D, PENG J X, YAN B F. Structural reliability-based life-cycle cost optimization of maintenance interventions for deteriorating bridges [J]. Engineering Mechanics, 2008, 25(9): 149-155.

LIU M, FRANGOPOL D M. Multi-objective maintenance planning optimization for deteriorating bridges considering condition, safety, and life-cycle cost [J]. Journal of Structural Engineering, 2005, 131(5): 833-835.

LIU M, FRANGOPOL D M. Optimal bridge maintenance planning based on probabilistic performance prediction [J]. Engineering Structures, 2004, 26: 991-1002.

KONG J S, FRANGOPOL D M. Cost reliability interaction in life cycle cost optimization of deteriorating structures [J]. Journal of Structural Engineering, ASCE, 2004, 130(11): 1704-1712.

YU Z T, HAN D J. Current conditions evaluation and maintenance plans for a reinforced concrete bridge [J]. Journal of Guangdong University of Technology, 2004, 21(1): 83-87.

JIANG M, SINHAK I. Bridge service life prediction model using the markov chain[C]//1989, Transportation Research Circular. Washington D. C.: [s. n.], 1989: 24-30.

KONG J S. Lifetime maintenance strategies for deteriorating structures[D]. PhD, Thesis, Department of Civil, Environmental, and Architectural Engineering, University of Colorado, Boulder, Colorado. 2001.

曹明兰. 桥梁维修全寿命经济分析与优化的理论框架研究[D]. 哈尔滨工业大学交通科学与工程学院, 2007.

中国交通部. JTG H11-2004. 公路桥涵养护技术规范[S]. 北京: 人民交通出版社, 2004.

WU Y M, CHANG J. Study on in-service bridge life cycle cost model based on maintenance management system [J]. Journal of Suzhou University of Science and Technology (Engineering and Technology), 2010, 23(1): 44-49.

FRANGOPOLD M, KONGJ S, GHARAIBEH E S. Reliability-based life-cycle management of highway bridges [J]. Journal of Computing in Civil Engineering, ASCE, 2001, 15(1): 27-34.

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Forecast of Traffic Volume Based on Genetic Neural Network Optimization Model

Fuzzy Graph Neural Network-based Industrial Internet Service Component Orchestration Method

Collaborative Treatment Scheduling Algorithm Based on Intelligent Optimization

Optimization Method of Organic Rankine Cycle System Based on Time Series Aggregation

A Research on Improved Genetic Algorithm for Flexible Job Shop Scheduling Problem Based on MPN

Related Author

LIU Zheng-dong

ZHOU Wen-xia

XI Li-an

XU Lun-hui

Wang Tao

Cheng Lianglun

Liu Anxin

Li Min

Related Institution

School of Computer Science and Technology, Guangdong University of Technology

School of Automation, Guangdong University of Technology

School of Information Engineering, Guangdong University of Technology

School of Material and Energy, Guangdong University of Technology

School of Materials and Energy, Guangdong University of Technology

AI问答

⁰