|Table of Contents|

Research Status and Prospect on Traffic Loading for Highway Bridge(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2010年04期
Page:
31-38
Research Field:
Publishing date:
2010-12-20

Info

Title:
Research Status and Prospect on Traffic Loading for Highway Bridge
Author(s):
WANG Tao HAN Wan-shui HUANG Ping-ming
Key Laboratory for Bridge and Tunnel of Shaanxi Province, Chang'an University, Xi'an 710064, Shaanxi, China
Keywords:
highway bridge traffic loading moving load transverse distribution simulation
PACS:
U441.2
DOI:
-
Abstract:
The research progressing of highway traffic survey at home and abroad was expounded, and the existed research status of investigation statistics and simulation for random traffic loading on the highway bridges was summarized. The detailed review mostly focused on the existed research status of several key parameters influencing bridge structure analysis, such as vehicle weight, axle weight, vehicle speed, vehicle distance, traffic lane and transverse location. Furthermore, the existed problems at present were summed up. Finally, research directions of highway traffic loading investigation and simulation in the future were prospected.

References:

[1] 王 涛.高速公路桥梁交通荷载调查分析及仿真模拟[D].西安:长安大学,2010. WANG Tao.Investigation Statistics and Simulation for Random Traffic Loading of Expressway Bridge[D].Xi'an:Chang'an University,2010.
[2]周江评.美国国家公众交通规划基础数据调查及其数据库[J].城市交通,2004,2(4):23-28. ZHOU Jiang-ping.Survey and Datasets of Nationwide Public Transportation Planning Basic Data in U.S.[J].Urban Transport of China,2004,2(4):23-28.
[3]The Maine Department of Transportation.Traffic Volume Counts 2005 Annual Report[R].Augusta:the Maine Department of Transportation,2006.
[4]刘军民.日本的交通调查[J].交通与运输,2000(2):32-34. LIU Jun-min.Traffic Survey of Japan[J].Traffic & Transportation,2000(2):32-34.
[5]中华人民共和国交通部.中德交调技术交流及交调工作座谈会[R].北京:中华人民共和国交通部,2002. Ministry of Communications of the People's Republic of China.Technology Exchange and Work Forum on Traffic Investigation Between China and German[R].Beijing:Ministry of Communications of the People's Republic of China,2002.
[6]王建军,严宝杰.交通调查与分析[M].北京:人民交通出版社,2004. WANG Jian-jun,YAN Bao-jie.Traffic Survey and Analysis[M].Beijing:China Communications Press,2004.
[7]BS 5400-10:1980,Steel,Concrete and Composite Bridges.Code of Practice for Fatigue[S].
[8]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 Le-wei,SHEN Zu-yan,CHEN Zhong-yan.Fatigue Load Spectrum for Urban Road Bridges[J].China Civil Engineering Journal,1997,30(5):20-27.
[9]NOWAK A S.Live Load Model for Highway Bridges[J].Structural Safety,1993,13(1/2):53-66.
[10]NOWAK A S,NASSIF H,DEFRAIN L.Effect of Truck Loads on Bridges[J].Journal of Transportation Engineering,1993,119(6):853-867.
[11]NOWAK A S,FERRAND D M.Truck Load Models for Bridges[C]//BLANDFORD G E.Structures 2004—Building on the Past:Securing the Future.Nashville:ASCE,2004:1-10.
[12]CREMONA C.Optimal Extrapolation of Traffic Load Effects[J].Structural Safety,2001,23(1):31-46.
[13]MIAO T J.Bridge Live Load Models with Special Reference to Hong Kong[D].Hong Kong:The Hong Kong Polytechnic University,2001.
[14]GINDY M.Development of a Reliability Based Deflection Limit State for Steel Girder Bridges[D].New Brunswick:The State University of New Jersey,2004.
[15]O'CONNOR A,O'BRIEN E J.Traffic Load Modelling and Factors Influencing the Accuracy of Predicted Extremes[J].Canadian Journal of Civil Engineering,2005,32(1):270-278.
[16]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 Yang-hai,BAO Wei-gang,GUO Xiu-wu,et al.Structural Reliability for Highway Bridges and Prob-ability-based Limit State Design[M].Beijing:China Communications Press,1997.
[17]O'CONNOR C,CHAN T H T.Dynamic Wheel Loads from Bridge Strains[J].Journal of Structural Engin-eering,1988,114(8):1703-1723.
[18]CHAN T H T,LAW S S,YUNG T H.An Interpretive Method for Moving Force Identification[J].Journal of Sound and Vibration,1999,219(3):503-524.
[19]LAW S S,CHAN T H T.Moving Force Identification:a Time Domain Method[J].Journal of Sound and Vibration,1997,201(1):1-22.
[20]LAW S S,CHAN T H T,ZENG Q H.Moving Force Identification:a Frequency and Time Domains Analysis[J].Journal of Dynamic Systems, Measurement and Control,1999,12(3):394-401.
[21]LIN Y H,TRETHEWEY M W.Finite Element Analysis of Elastic Beams Subjected to Moving Dynamic Loads[J].Journal of Sound and Vibration,1990,136(2):323-342.
[22]袁向荣,卜建清,满红高,等.移动荷载识别的函数逼近法[J].振动与冲击,2000,19(1):58-60,70. YUAN Xiang-rong,BU Jian-qing,MAN Hong-gao,et al.Function Approaching Method in Moving Load Identification[J].Journal of Vibration and Shock,2000,19(1):58-60,70.
[23]FU G K,HAG-ELSAFI O.Vehicular Overloads:Load Model,Bridge Safety,and Permit Checking[J].Journal of Bridge Engineering,2000,5(1):49-57.
[24]梅 刚,秦 权,林道锦.公路桥梁车辆荷载的双峰分布概率模型[J].清华大学学报:自然科学版,2003,43(10):1394-1396,1404. MEI Gang,QIN Quan,LIN Dao-jin.Bi-modal Prob-abilistic Model of Highway and Bridge Vehicle Loads[J].Journal of Tsinghua University:Science and Technology,2003,43(10):1394-1396,1404.
[25]郭 彤,李爱群,赵大亮.用于公路桥梁可靠性评估的车辆荷载多峰分布概率模型[J].东南大学学报:自然科学版,2008,38(5):763-766. GUO Tong,LI Ai-qun,ZHAO Da-liang.Multiple-peaked Probabilistic Vehicle Load Model for Highway Bridge Reliability Assessment[J].Journal of Southeast University:Natural Science Edition,2008,38(5):763-766.
[26]铁摩辛柯 S.工程中的振动问题[M].胡人礼,译.北京:人民铁道出版社,1978. TIMOSHENKO S.Vibration Problems in Engineering[M].Translated by HU Ren-li.Beijing:China Railway Publishing House,1978.
[27]何度心.列车动载[J].地震工程与工程振动,1988,8(4):78-98. HE Du-xin.Dynamic Loading of Driving Train on Bridges[J].Journal of Earthquake Engineering and Engineering Vibration,1988,8(4):78-98.
[28]WAARTS P H,VROUWENVELDER A A.Description of Vehicular Load on Bridge[R].New York:TNO,1991.
[29]周小燚.三塔悬索桥中塔鞍座主缆抗滑安全概率评价[D].上海:同济大学,2008. ZHOU Xiao-yi.Probability Assessment for Slip Resistance of Main Cables on Middle Tower Saddles for a Three-tower Suspension Bridge[D].Shanghai:Tongji University,2008.
[30]韩万水,陈艾荣.随机车流下的风-汽车-桥梁系统空间耦合振动研究[J].土木工程学报,2008,41(9):97-102. HAN Wan-shui,CHEN Ai-rong.Three-dimensional Coupling Vibration of Wind-vehicle-bridge Systems Under Random Traffic Flow[J].China Civil Engin-eering Journal,2008,41(9):97-102.
[31]罗 霞,杜进有,陈应文.混合车流交通流特性分析[J].西南交通大学学报,2000,35(3):297-300. LUO Xia,DU Jin-you,CHEN Ying-wen.Analyses on Multi-traffic Flow's Characteristics[J].Journal of Southwest Jiaotong University,2000,35(3):297-300.
[32]罗 霞,杜进有,霍娅敏.车头间距分布规律的研究[J].西南交通大学学报,2001,36(2):113-116. LUO Xia,DU Jin-you,HUO Ya-min.Study on the Distribution Patterns of Time Headway of Vehicles[J].Journal of Southwest Jiaotong University,2001,36(2):113-116.
[33]方健红,方旭华.用VB实现车流运行系统的仿真[J].浙江交通职业技术学院学报,2004,5(1):20-23. FANG Jian-hong,FANG Xu-hua.The Simulation of Vehicles Circulation System by Visual Basic[J].Journal of Zhejiang Vocational and Technical Institute of Transportation,2004,5(1):20-23.
[34]王 硕.桥梁运营荷载状况研究[D].上海:同济大学,2007. WANG Shuo.Study on Load Condition for In-service Bridges[D].Shanghai:Tongji University,2007.
[35]冯兆祥,张 磊,吴 冲.泰州长江大桥钢塔疲劳计算随机车辆荷载模拟[J].公路交通科技,2008,25(12):127-131. FENG Zhao-xiang,ZHANG Lei,WU Chong.Simulation of Random Vehicle Load for Fatigue Calculation of Steel Pylon of Taizhou Yangtze River Bridge[J].Journal of Highway and Transportation Research and Development,2008,25(12):127-131.
[36]黄仰贤.路面分析与设计[M].余定选,齐 诚,译.北京:人民交通出版社,1998. HUANG Yang-xian.Pavement Analysis and Design[M].Translated by YU Ding-xuan,QI Cheng.Beijing:China Communications Press,1998.
[37]邓学钧,黄晓明.路面设计原理与方法[M].北京:人民交通出版社,2001. DENG Xue-jun,HUANG Xiao-ming.Principles and Methods of Pavement Design[M].Beijing:China Communications Press,2001.
[38]GETACHEW A.Traffic Load Effects on Bridges:Statistical Analysis of Collected and Monte Carlo Simulated Vehicle Data[D].Stockholm:Stockholm University,2003.
[39]黄立葵,贾 璐,万剑平,等.高速公路车辆横向分布特征[J].中南公路工程,2005,30(1):73-76. HUANG Li-kui,JIA Lu,WAN Jian-ping,et al.Tra-verse Distribution Characteristics of Vehicles on Freeways[J].Central South Highway Engineering,2005,30(1):73-76.
[40]周志坚,徐行军.不同功能城市道路的车辆横向分布特征[J].交通标准化,2008(8):150-153. ZHOU Zhi-jian,XU Xing-jun.Transverse Distribution Characteristics of Vehicles in Different Function Urban Road[J].Communications Standardization,2008(8):150-153.
[41]王春生.铆接钢桥剩余寿命与使用安全评估[D].上海:同济大学,2003. WANG Chun-sheng.Assessment of Remaining Fatigue Life and Service Safety for Riveted Steel Bridges[D].Shanghai:Tongji University,2003.
[42]刘 华,叶见曙,俞 博,等.桥梁荷载横向分布系数计算方法[J].交通运输工程学报,2009,9(1):62-66. LIU Hua,YE Jian-shu,YU Bo,et al.Calculation Method of Transversal Distribution Factor for Bridge Load[J].Journal of Traffic and Transportation Engin-eering,2009,9(1):62-66.
[43]王 达,刘 扬,黄平明.随机车流作用下双曲拱桥车-桥耦合振动研究[J].中国公路学报,2009,22(6):67-73. WANG Da,LIU Yang,HUANG Ping-ming.Research on Vehicle-bridge Coupled Vibration for Two-way Curved Arch Bridge Under Random Traffic Flow[J].China Journal of Highway and Transport,2009,22(6):67-73.
[44]袁 明,余钱华,颜东煌.基于车-桥系统耦合振动理论的大跨PC连续刚构桥冲击系数研究[J].中国公路学报,2008,21(1):72-76,120. YUAN Ming,YU Qian-hua,YAN Dong-huang.Research on Impact Coefficient for PC Continuous Rigid Frame Bridges with Long-span Under Theory of Vehicle-bridge System Coupling Vibration[J].China Journal of Highway and Transport,2008,21(1):72-76,120.
[45]任伟平,李小珍,李 俊,等.公轨两用钢桁桥轨道横梁与整体节点连接头的疲劳荷载[J].中国公路学报,2007,20(1):79-84. REN Wei-ping,LI Xiao-zhen,LI Jun,et al.Fatigue Load of Welded Connections Between Rail Across Beams and Integral Joints of Combined Steel Truss Bridges[J].China Journal of Highway and Transport,2007,20(1):79-84.

Memo

Memo:
-
Last Update: 2010-12-20