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    Reliability Acceptance Criteria for Deteriorating Elements of Structural Systems

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author:
    Daniel Straub
    ,
    Armen Der Kiureghian
    DOI: 10.1061/(ASCE)ST.1943-541X.0000425
    Publisher: American Society of Civil Engineers
    Abstract: A systematic approach to determining reliability-based acceptance criteria for deteriorating elements in structural systems is proposed as a basis for calibration of safety factors in codes and standards and for verifying acceptability of inspection and maintenance strategies for specific structures. The goal is to establish deterioration acceptance criteria for the elements of a structural system in compliance with criteria formulated for the system. Existing methods significantly overestimate the deterioration reliability of redundant structural systems because they neglect the joint effect of deterioration failures of different elements. To more realistically capture the load-sharing behavior of deteriorating redundant structural systems, it is proposed to establish deterioration acceptance criteria on the basis of easily computable, idealized structural systems, which are calibrated to the characteristics of the real structure. The approach is validated on an example structural system and is found to represent a significant improvement over current methods. The paper concludes with a study of the main factors influencing acceptance criteria of deterioration reliability.
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      Reliability Acceptance Criteria for Deteriorating Elements of Structural Systems

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    contributor authorDaniel Straub
    contributor authorArmen Der Kiureghian
    date accessioned2017-05-08T21:59:32Z
    date available2017-05-08T21:59:32Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000467.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68333
    description abstractA systematic approach to determining reliability-based acceptance criteria for deteriorating elements in structural systems is proposed as a basis for calibration of safety factors in codes and standards and for verifying acceptability of inspection and maintenance strategies for specific structures. The goal is to establish deterioration acceptance criteria for the elements of a structural system in compliance with criteria formulated for the system. Existing methods significantly overestimate the deterioration reliability of redundant structural systems because they neglect the joint effect of deterioration failures of different elements. To more realistically capture the load-sharing behavior of deteriorating redundant structural systems, it is proposed to establish deterioration acceptance criteria on the basis of easily computable, idealized structural systems, which are calibrated to the characteristics of the real structure. The approach is validated on an example structural system and is found to represent a significant improvement over current methods. The paper concludes with a study of the main factors influencing acceptance criteria of deterioration reliability.
    publisherAmerican Society of Civil Engineers
    titleReliability Acceptance Criteria for Deteriorating Elements of Structural Systems
    typeJournal Paper
    journal volume137
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000425
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    contenttypeFulltext
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