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Corresponding Author

郑祥隆,男,博士,高级工程师.E-mail:zxlzju@zju.edu.cn

Publication Date

6-27-2024

DOI

10.14048/j.issn.1671-2579.2024.03.019

First Page

164

Last Page

174

Submission Date

February 2025

Reference

[1]WILSON W M ,MUNSE W H ,SNYDER I S .Fatigue strength of various types of butt welds connecting steel plates [R].University of Illinois at Urbana Champaign ,College of Engineering .Engineering Experiment Station ,1950 .
[2]BRÜHWILER E ,SMITH I F C ,HIRT M A .Fatigue and fracture of riveted bridge members [J].Journal of Structural Engineering ,1990 ,116(1):198-214.
[3]FISHER J W .Resistance of welded details under variable amplitude long-life fatigue loading [Z].Transportation Research Board ,1993 .
[4]HOBBACHER A F .Recommendations for fatigue design of welded joints and components [M].Cham :Springer International Publishing ,2016 .
[5]翟慕赛 ,王春生 ,崔冰 ,等.基于 WIM 的钢桥面板疲劳荷载模型研究 [J].桥梁建设 ,2017 ,47(2):31-36.ZHAI Musai ,WANG Chunsheng ,CUI Bing ,et al .Study of fatigue load models for steel bridge decks based on WIM[J].Bridge Construction ,2017 ,47(2):31-36.
[6]陈斌 .基于 WIM 的疲劳荷载模型和钢桥疲劳性能评估方法研究 [D].杭州 :浙江大学 ,2018 .CHEN Bin .Research on fatigue load model and fatigue performance evaluation method of steel bridge based on WIM data [D].Hangzhou :Zhejiang University ,2018 .
[7]许红胜 ,王智鸿 ,颜东煌 .拉索钢丝双裂纹疲劳寿命试验研究 [J].中外公路 ,2023 ,43(6):127-132.XU Hongsheng ,WANG Zhihong ,YAN Donghuang .Experimental study on double cracks fatigue life of cable steel wire [J].Journal of China & Foreign Highway ,2023 ,43(6):127-132.
[8]SEDLACEK G ,MERZENICH G ,PASCHEN M ,et al .Background document to EN 1991 :Part2 - traffic loads for road bridges and consequences for the design [R].JRC Scientific Technical Rep ,2008 .
[9]郝苏 .国际现行钢结构公 、铁路桥梁疲劳设计规范综述[J].世界桥梁 ,2012 ,40(6):29-37.HAO Su .An overview of current international fatigue design codes for steel highway and railway bridges [J].World Bridges ,2012 ,40(6):29-37.
[10]Steel ,Concrete and Composite Bridges .Code of practice for fatigue (British Standard ):BS 5400 -10:1980 [S].British Standards Institution ,1980 .
[11]European Committee for Standardization .EN 1991 -2,Eurocode 1:Actions on structures - Part 2:Traffic loads on bridges [S]. Brussels :European Committee for Standardization . 2002 .
[12]American Association of State Highway and Transportation Officials AASHTO LRFD bridge design specifications [S].Washington ,D C :American Association of State Highway and Transportation Officials ,2007
[13]中交公路规划设计院有限公司 .公路钢结构桥梁设计规范:JTG D 64—2015 [S].北京 :人民交通出版社 ,2015 .CCCC Highway Consultants Co .,Ltd..Specifications for design of highway steel bridge :JTG D 64—2015 [S].Beijing :China Communications Press Co .,Ltd.,2015 .
[14]童乐为 ,沈祖炎 ,陈忠延 .城市道路桥梁的疲劳荷载谱 [J].土木工程学报 ,1997 ,30(5):20-27.TONG Lewei ,SHEN Zuyan ,CHEN Zhongyan .Fatigue load spectrum for urban road bridges [J].China Civil Engineering Journal ,1997 ,30(5):20-27.
[15]王荣辉 ,池春 ,陈庆中 ,等.广州市高架桥疲劳荷载车辆模型研究 [J].华南理工大学学报 (自然科学版 ),2004 ,32(12):94-96.WANG Ronghui ,CHI Chun ,CHEN Qingzhong ,et al .Study on the model of the fatigue-loaded vehicles in Guangzhou trestle bridges [J].Journal of South China University of Technology (Natural Science ),2004 ,32(12):94-96.
[16]周泳涛 ,鲍卫刚 ,翟辉 ,等.公路钢桥疲劳设计荷载标准研究[J].土木工程学报 ,2010 ,43(11):79-85.ZHOU Yongtao ,BAO Weigang ,ZHAI Hui ,et al .Study of standard fatigue design load for steel highway bridges [J].China Civil Engineering Journal ,2010 ,43(11):79-85.
[17]杨东晓 ,黄海云 ,张俊平 ,等.基于 WIM 实测数据的标准疲劳车模型研究 [J].中外公路 ,2017 ,37(1):292-296.YANG Dongxiao ,HUANG Haiyun ,ZHANG Junping ,et al .Research on standard fatigue vehicle model based on WIM measured data [J].Journal of China & Foreign Highway ,2017 ,37(1):292-296.
[18]邓扬 ,颜巍 ,刘扬 ,等.基于 WIM 数据的公路桥梁车辆疲劳荷载模型研究 [J].中外公路 ,2018 ,38(1):164-171.DENG Yang ,YAN Wei ,LIU Yang ,et al .Study on fatigue load model of highway bridge based on WIM data [J].Journal of China & Foreign Highway ,2018 ,38(1):164-171.
[19]王奇锐 ,徐亮 ,石晋涛 ,等.基于随机车流的等效疲劳车荷载研究 [J].公路 ,2020 ,65(12):41-46.WANG Qirui ,XU Liang SHI Jintao ,et al .Study of equivalent fatigue vehicle load based on random traffic flow [J].Highway ,2020 ,65(12):41-46.[20]陈振宇 ,谢波 ,鲁乃唯 .基于深度置信网络的缆索桥梁结构 体 系 可 靠 度 分 析 方 法 [J/OL ].中 外 公 路 ,2024 :1-9.(2024 -01-25).https ://kns .cnki.net/kcms/detail/ 43.1363 .U.20240124 .1822 .006.html .CHEN Zhenyu ,XIE Bo ,LU Naiwei .System reliability evaluation method for cable-supported bridges based on deep belief networks [J/OL ].Journal of China & Foreign Highway ,2024 :1-9.(2024 -01-25).https ://kns .cnki.net/kcms/detail/ 43.1363 .U.20240124 .1822 .006.html .
[21]马 帅 ,杨 力 .轮 载 模 型 对 钢 桥 疲 劳 损 伤 评 估 的 影 响 分 析[J].中外公路 ,2022 ,42(4):126-131.MA Shuai ,YANG Li .Influence analysis of wheel load model on fatigue damage assessment of steel bridges [J].Journal of China & Foreign Highway ,2022 ,42(4):126-131.
[22]MADDAH N ,NUSSBAUMER A .Analytical approach for improving damage equivalence factors [J].Engineering Structures ,2014 ,59:838-847.
[23]李扬海 ,鲍卫刚 ,郭修武 ,等.公路桥梁结构可靠度与概率极限状态设计 [M].北京 :人民交通出版社 ,1997 .LI Yanghai ,BAO Weigang ,GUO Xiuwu ,et al .Reliability and probabilistic limit state design of highway bridge structures [M].Beijing :China Communications Press ,1997 .
[24]European Committee for Standardization .EN 1993 -2.Eurocode 3-design of steel structures-part 2:Steel Bridges[S].Brussels :European Committee for Standardization , 2006 .
[25]MADDAH N ,NUSSBAUMER A .Evaluation of Eurocode damage equivalent factor based on traffic simulation [C]// Proc .of the 6th International Conference on Bridge Maintenance ,Safety and Management .2012 (CONF ):3456 -3463 .
[26]朱宏光 .三线铁路桥梁疲劳检算的三线系数 [J].中国铁道科学 ,2005 ,26(6):80-83.ZHU Hongguang .Research on the trilinear coefficients in fatigue check computation of triline railway bridges [J].China Railway Science ,2005 ,26(6):80-83.

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