Partial safety factors for assessment of existing bridges

被引:0
|
作者
Val, DV [1 ]
Stewart, MG [1 ]
机构
[1] James Cook Univ N Queensland, Sch Engn, Townsville, Qld 4811, Australia
来源
APPLICATIONS OF STATISTICS AND PROBABILITY, VOLS 1 AND 2: CIVIL ENGINEERING RELIABILITY AND RISK ANALYSIS | 2000年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As civil infrastructure is aging, the assessment of existing structures including bridges is becoming increasingly important. Current bridge codes have been developed for new design and are not efficient for assessment because of significant differences between these two situations. One of the main differences is the possibility to update information about an existing bridge. The paper proposes how updating can be taken into account in the context of current code safety formats such as the partial factor and LRFD formats. Different sources of information for updating including on-site inspection, proof load testing and past performance of a bridge are considered.
引用
收藏
页码:659 / 665
页数:7
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