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自锚式悬索-斜拉组合体系桥梁施工期结构安全评价

Safety Evaluation of Self-anchored Suspension and Cable-stayed Combination System Bridge in Construction Period

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【作者】 刘文荣徐岳

【Author】 Liu Wenrong1,Xu Yue2(1.Changzhou Traffic Bureau,Changzhou 213004,China;2.Key Laboratory of Bridge Detection & Reinforcement Technology Ministry of Communications,Chang’an University,Xi’an 710064,China)

【机构】 常州市交通局长安大学旧桥检测与加固技术交通行业重点实验室

【摘要】 针对自锚式悬索-斜拉组合体系桥梁施工期存在的诸多影响结构安全的问题,以实桥工程为依托,采用层次分析法,进行施工期结构风险识别,根据风险识别结果,基于BP网络的失效概率法,根据主要风险模式和风险因素,建立主要风险模式下的结构极限状态方程,得到各个施工阶段的失效概率,确定结构的目标可靠度。

【Abstract】 Aiming at safty factors of self-anchored suspension and cable-stayed combination system bridge during the construction period,the construction risk identification is investigated using analytic hieratchy process.According to risk identification results limit state equations can be obtained under the condition of main risk model based on failure probability method of BP network,and the failure probabilities are got at construction stage.Then target reliability of self-anchored suspension and cable-stayed combination system bridge can be determined.

  • 【文献出处】 现代交通技术 ,Modern Transportation Technology , 编辑部邮箱 ,2010年04期
  • 【分类号】U448.27
  • 【被引频次】2
  • 【下载频次】47
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