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亚健康桥梁运营车辆荷载限制的理论分析
引用本文:张俊平,刘爱荣,禹奇才,吴刚.亚健康桥梁运营车辆荷载限制的理论分析[J].中山大学学报(自然科学版),2010,49(1).
作者姓名:张俊平  刘爱荣  禹奇才  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,广东省自然科学基金资助项目 
摘    要: 从现役亚健康桥梁的实际情况出发,提出了损伤极限状态的概念,揭示了亚健康桥梁使用承载能力的内涵,指出了其使用承载能力的评估途径,分析了亚健康桥梁可靠度与新建桥梁可靠度的异同,初步从理论上回答了亚健康桥梁运营车辆荷载科学合理限制的问题。

关 键 词:亚健康桥梁  损伤极限状态  使用承载能力  运营车辆荷载限值  可靠度
收稿时间:2009-03-28;

Theoretical Analysis of Carrying Vehicle Load Limit for Sub-Health Highway Beam Bridge
ZHANG Junping,LIU Airong,YU Qicai,WU Gang.Theoretical Analysis of Carrying Vehicle Load Limit for Sub-Health Highway Beam Bridge[J].Acta Scientiarum Naturalium Universitatis Sunyatseni,2010,49(1).
Authors:ZHANG Junping  LIU Airong  YU Qicai  WU Gang
Institution:ZHANG Junping1,LIU Airong1,YU Qicai1,WU Gang2(1.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China)(2.Company of China Railway Ground Guangzhou Design Institute,Guangzhou 510080,China)
Abstract:Depending on the actual service condition of sub health bridge, the following investigation is developed: ①The concept of damage limit state is proposed, from which the subject of the serviceability carrying capacity is revealed, then the evaluation path of serviceability carrying capacity of sub health beam is given.②The difference between the reliability of sub health bridge and new bridge is analyzied, consequently, the problem about reasonable limit vehicle load is solved preliminarily in theory.
Keywords:sub-health beam bridge  damage limit state  serviceability carrying capacity  carrying vehicle load limit  reliability
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