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    Reliability‐Conditioned Partial Safety Factors

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author:
    Bilal M. Ayyub
    ,
    Gregory J. White
    DOI: 10.1061/(ASCE)0733-9445(1987)113:2(279)
    Publisher: American Society of Civil Engineers
    Abstract: The first‐order second‐moment (FOSM) method and the advanced second‐moment (ASM) method are used to determine partial safety factors. Design formats based on these methods may result in engineering designs with reliability levels that are different from the ones specified in developing the design formats. The FOSM and ASM methods are evaluated in this paper, and reliability‐conditioned (RC) method is proposed in this paper. The proposed method overcomes the shortcomings of the FOSM and ASM methods, and is believed to result in partial safety factors which give engineering designs reliability levels equal to the specified ones. The calibration of existing codes can be accomplished easily by determining the safety levels of the current designs first and then the required partial safety factors for the new design format to give the same safety levels can be determined.
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      Reliability‐Conditioned Partial Safety Factors

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    contributor authorBilal M. Ayyub
    contributor authorGregory J. White
    date accessioned2017-05-08T20:52:20Z
    date available2017-05-08T20:52:20Z
    date copyrightFebruary 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A2%28279%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29988
    description abstractThe first‐order second‐moment (FOSM) method and the advanced second‐moment (ASM) method are used to determine partial safety factors. Design formats based on these methods may result in engineering designs with reliability levels that are different from the ones specified in developing the design formats. The FOSM and ASM methods are evaluated in this paper, and reliability‐conditioned (RC) method is proposed in this paper. The proposed method overcomes the shortcomings of the FOSM and ASM methods, and is believed to result in partial safety factors which give engineering designs reliability levels equal to the specified ones. The calibration of existing codes can be accomplished easily by determining the safety levels of the current designs first and then the required partial safety factors for the new design format to give the same safety levels can be determined.
    publisherAmerican Society of Civil Engineers
    titleReliability‐Conditioned Partial Safety Factors
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:2(279)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
    contenttypeFulltext
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