期刊文献+

基于实测的公路桥梁车辆荷载统计模型 被引量:66

Statistic Model of Vehicle Loads for Highway Bridges
下载PDF
导出
摘要 基于动态称重系统获取的运营交通基本信息,依据轴组类型对所有车辆进行分类及筛选,建立了6种主要车型的车重、车距、车道交通量、轴重与轴距的统计模型,然后按损伤等效原则提供了6种车型的等效模型车辆,为桥梁疲劳可靠性评估提供了实用的车辆荷载模型.研究表明该建模方法能够准确描述交通荷载,建模过程与方法对同类问题具有普遍意义,可应用于建立各种交通状况下的疲劳车辆荷载模型或提供参考. This study was based on the information of operational traffic obtained from weight in motion (WIM) monitoring. First, according to number of axles and wheelbase, all the vehicles were divided into 14 types out of which 6 types were selected as the chief types of fatigue traffic loads. Then, the statistic distributions of characteristics of traffic-flow, including vehicle weight, vehicle spacing, traffic volume allocated to each lane, axle weight and wheelbase, were studied. Finally, vehicle loads models for the 6 types of vehicles mentioned above were derived from the distribution of axle weight and wheelbase based on the principle of equivalent fatigue damage. The models and the methodology proposed were applicable to similar conditions of fatigue traffic load study.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第2期198-204,共7页 Journal of Tongji University:Natural Science
基金 同济大学土木工程防灾国家重点实验室自主研究课题基金-团队重点课题资助项目(SLDRCE08-A-05)
关键词 车辆荷载 统计模型 疲劳 动态称重系统 traffic loads statistic model fatigue weigh inmotion system
  • 相关文献

参考文献10

  • 1AASHTO. AASHTO LRFD bridge design specifications-- section 3 (SI): loads and load factors[S]. Washington DC: America Association of State Highway and Transportation Officials, 2004.
  • 2BSI. British standard BS5400: steel, concrete and composite bridges part 10: code of practice for fatigue[S]. London: British Standard Institution, 1980.
  • 3Japan Road Association. Code for design of highway bridges. II steel bridge[S]. Tokyo: Japan Road Association, 2002.
  • 4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. 被引量:126
  • 5王荣辉,池春,陈庆中,甄晓霞.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. 被引量:78
  • 6王春生,陈艾荣,陈惟珍.铆接钢桥剩余寿命与使用安全评估实例[J].同济大学学报(自然科学版),2006,34(4):461-466. 被引量:12
  • 7Crespo-Minguillon C, Casas J R. A comprehensive traffic load model for bridge safety checking[J]. 1997, 19(4): 339.
  • 8Bucar T, Nagode M, Fajdiga M. Reliability approximation using finite Weibull mixture distributions[J]. 2004, 84 (3) : 241.
  • 9NgHKT, Chan P S, Balakrishnan N. Estimation of parameters from progressively censored data using EM algorithm[J]. 2002, 39(4): 371.
  • 10Park C, Padgett W J. Analysis of strength distributions of multi-modal failures using the EM algorithm[J]. Journal of Statistical Computation and Simulation. 2006, 76(7) : 619.

二级参考文献19

  • 1王春生,陈艾荣,陈惟珍.铆接钢桥剩余寿命与使用安全评估方法[J].同济大学学报(自然科学版),2006,34(3):325-330. 被引量:5
  • 2团体著者,中国汽车车型手册.上,1993年
  • 3团体著者,中国汽车车型手册.下,1993年
  • 4团体著者,中国汽车车型手册.中,1993年
  • 5团体著者,国产汽车技术性能手册,1990年
  • 6团体著者,解放系列汽车技术性能手册,1990年
  • 7团体著者,公路桥涵设计规范,1989年
  • 8曹善华,建筑施工机械,1989年
  • 9团体著者,专用汽车技术性能手册,1987年
  • 10匿名著者,钢铁、混凝土桥及结合桥.第10篇

共引文献151

同被引文献748

引证文献66

二级引证文献753

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部