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    Subjective Seismic Safety Assessments

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author:
    Colin B. Brown
    ,
    Jerald L. Johnson
    ,
    James J. Loftus
    DOI: 10.1061/(ASCE)0733-9445(1984)110:9(2212)
    Publisher: American Society of Civil Engineers
    Abstract: The safety of ten structures which were damaged in the 1964 Alaska earthquake and two in the 1971 San Fernando one was assessed by considering seven subjective factors not evident in the usual resistance and load measures. The subjective factors were the financial climate, labor conditions, political climate, weather, quality of inspection, experience and organization of the design and construction team and the location of the structure. Verbal statements about the effect of these factors on safety and the susceptibility of each of the dozen structures to these factors were converted into fuzzy sets which were then combined to predict changes in the objective probability of failure. These fuzzy modifications were then organized into subjective seismic safety assessments.
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      Subjective Seismic Safety Assessments

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    contributor authorColin B. Brown
    contributor authorJerald L. Johnson
    contributor authorJames J. Loftus
    date accessioned2017-05-08T20:51:21Z
    date available2017-05-08T20:51:21Z
    date copyrightSeptember 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A9%282212%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29407
    description abstractThe safety of ten structures which were damaged in the 1964 Alaska earthquake and two in the 1971 San Fernando one was assessed by considering seven subjective factors not evident in the usual resistance and load measures. The subjective factors were the financial climate, labor conditions, political climate, weather, quality of inspection, experience and organization of the design and construction team and the location of the structure. Verbal statements about the effect of these factors on safety and the susceptibility of each of the dozen structures to these factors were converted into fuzzy sets which were then combined to predict changes in the objective probability of failure. These fuzzy modifications were then organized into subjective seismic safety assessments.
    publisherAmerican Society of Civil Engineers
    titleSubjective Seismic Safety Assessments
    typeJournal Paper
    journal volume110
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:9(2212)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    contenttypeFulltext
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