RELIABILITY ANALYSIS ANALYSIS OF EXISTING BRIDGE STRUCTURES WITH FUZZY AND RELIABILITY RESTRICT

摘要：

Models of fuzzy reliability analysis were established and calculation methods of the models were discussed with considering uncertain factors. In this model, the fuzziness of multiobjective function and the stress control criterion are all solved. Using the methods presented, the reliability of load-bearing capacity for an actual reinforced concrete bridge was analyzed and estimated .The computation results demonstrate that the model is reasonable and feasible.

作者: Wong Wang Zhu Yanfeng Yu Zhitao

作者单位: Faculty of Construction, Guangdong University of Technology, 510640, Guangzhou, China

会议类型: 国际会议

会议名称: 第九届工程结构完整性国际会议(The Ninth International Conference on Engineering Structural Integrity Assessment)

会议地点: 北京

会议语种:英文

在线出版日期: 2007-10-15（万方平台首次上网日期，不代表论文的发表时间）