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亚健康梁桥运营荷载限制的可靠度分析
引用本文:张俊平,刘爱荣,吴刚.亚健康梁桥运营荷载限制的可靠度分析[J].广州大学学报(自然科学版),2009,8(4).
作者姓名:张俊平  刘爱荣  吴刚
作者单位:1. 广州大学,土木工程学院,广东,广州,510006
2. 中铁四院集团,广州设计院有限公司,广东,广州,510080
基金项目:国家自然科学基金资助项目(50878059);;广东省自然科学基金资助项目(7001897)
摘    要:依据既有车辆荷载概率模型,通过蒙特卡罗方法将车辆随机过程转化为由车重、车长、车间距等多个参数描述的随机变量,并以此模拟分析车辆荷载效应,然后考虑亚健康梁桥可靠性特点,得出了亚健康梁桥运营车辆荷载限值.

关 键 词:亚健康梁桥  运营车辆荷载限值  蒙特卡罗法  结构可靠度  

Analysis on the reliability of the operating load limit of sub-healthy beam bridges
ZHANG Jun-ping,LIU Ai-rong,WU Gang.Analysis on the reliability of the operating load limit of sub-healthy beam bridges[J].Journal og Guangzhou University:Natural Science Edition,2009,8(4).
Authors:ZHANG Jun-ping  LIU Ai-rong  WU Gang
Institution:1.School of Civil Engineering;Guangzhou University;Guangzhou 510006;China;2.Designing Institute of Guangzhou;China Railway Designing and Construction Group 4;Guangzhou 510080;China
Abstract:According to the existing vehicular load probability models,and based on the Monte-Carlo method,the vehicle random process was converted into many random variable parameters,such as the gross vehicle weight,vehicle length,vehicle space length etc.,then the load effect was simulated.Furthermore,a subsequent study in reference to the structural reliability features of the sub-healthy beam bridge,the vehicular load limit was obtained in this paper.
Keywords:sub-healthy beam bridge  vehicular load limit  Monte-Carlo method  structural reliability  
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