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桥梁施工期暂态结构安全可靠度分析研究
引用本文:王鹏. 桥梁施工期暂态结构安全可靠度分析研究[J]. 铁道建筑技术, 2014, 0(9): 38-44
作者姓名:王鹏
作者单位:中铁十一局集团有限公司,武汉430071
摘    要:针对桥梁施工过程中具有施工暂态结构这一特点,从补充危险源识别结果的角度出发,提出基于施工暂态结构可靠指标安全风险分析方法。对连续梁施工暂态结构进行了模型建立和可靠性分析,完善了施工过程安全风险分析方法,为施工暂态结构分析控制提出了一种新的思路。

关 键 词:施工暂态结构  连续梁  可靠指标  安全系数  约束最优化

Safety Reliability Analysis of Beam-arch Association Bridge Transient Structure During Construction Period
Wang Peng. Safety Reliability Analysis of Beam-arch Association Bridge Transient Structure During Construction Period[J]. Railway Construction Technology, 2014, 0(9): 38-44
Authors:Wang Peng
Affiliation:Wang Peng (China Railway 11^th Bureau Group Co. Ltd. , Wuhan 430071, China)
Abstract:Transient structure is involved in the process of bridge’s construction.From the perspective of supplementing the results of hazard identification,construction of reliability-based security risk analysis method for transient structure was proposed.Then,the model of transient structure was established to analyze the reliability of transient structure.Thus, identification and analysis method of security risk in the process of bridge’s construction was improved,which provides a new way of analytical control of transient structure.
Keywords:transient structure  continuous girder  reliability index  safety factor  constrained optimization
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