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作 者:Qi LI You-lin XU Yue ZHENG An-xin GUO Kai-yuen WONG Yong XIA
机构地区:[1]Department of Bridge Engineering,Tongji University,Shanghai 200092,China [2]Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China [3]School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China [4]Bridges&Structures Division,Hong Kong Highways Department,Hong Kong,China
出 处:《Frontiers of Structural and Civil Engineering》2011年第4期465-478,共14页结构与土木工程前沿(英文版)
基 金:The work was financially supported by The Hong Kong Polytechnic University through its niche area program on performance-based structural health monitoring of large civil engineering structures;the Hong Kong Highways Department through a contract research on bridge health and engineering.
摘 要:This paper aims at developing a structural health monitoring(SHM)-based bridge rating method for bridge inspection of long-span cable-supported bridges.The fuzzy based analytic hierarchy approach is employed,and the hierarchical structure for synthetic rating of each structural component of the bridge is proposed.The criticality and vulnerability analyses are performed largely based on the field measurement data from the SHM system installed in the bridge to offer relatively accurate condition evaluation of the bridge and to reduce uncertainties involved in the existing rating method.The procedures for determining relative weighs and fuzzy synthetic ratings for both criticality and vulnerability are then suggested.The fuzzy synthetic decisions for inspection are made in consideration of the synthetic ratings of all structural components.The SHM-based bridge rating method is finally applied to the Tsing Ma suspension bridge in Hong Kong as a case study.The results show that the proposed method is feasible and it can be used in practice for longspan cable-supported bridges with SHM system.
关 键 词:structural health monitoring(SHM) bridge rating method fuzzy based analytic hierarchy approach criticality and vulnerability rating Tsing Ma Bridge
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