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    Minimum Building Life-Cycle Cost Design Criteria. I: Methodology

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author:
    Y. K. Wen
    ,
    Y. J. Kang
    DOI: 10.1061/(ASCE)0733-9445(2001)127:3(330)
    Publisher: American Society of Civil Engineers
    Abstract: In view of the large damage suffered in recent earthquakes and hurricanes, building design criteria are developed to protect life and reduce damage and loss to an acceptable level. The problem is minimizing the expected total life-cycle cost with respect to the design load and resistance. Load uncertainty includes occurrence time, intensity, and duration. The costs of construction, maintenance, and failure consequences, including deaths and injuries, as well as discounting cost over time, are considered. Optimal values are obtained of design variables and target reliability under single and multiple time-varying loads. Also investigated is sensitivity of the optimal design to important loading and structural parameters. The optimal design is found to depend primarily on the limit state consequences (costs), and to a lesser degree on the structural life. For multiple hazards, the optimal design is controlled by the hazard with large uncertainty and severe failure consequences. In a companion paper applications are given of the method to design multistory office buildings against earthquakes and winds.
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      Minimum Building Life-Cycle Cost Design Criteria. I: Methodology

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33574
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    contributor authorY. K. Wen
    contributor authorY. J. Kang
    date accessioned2017-05-08T20:57:57Z
    date available2017-05-08T20:57:57Z
    date copyrightMarch 2001
    date issued2001
    identifier other%28asce%290733-9445%282001%29127%3A3%28330%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33574
    description abstractIn view of the large damage suffered in recent earthquakes and hurricanes, building design criteria are developed to protect life and reduce damage and loss to an acceptable level. The problem is minimizing the expected total life-cycle cost with respect to the design load and resistance. Load uncertainty includes occurrence time, intensity, and duration. The costs of construction, maintenance, and failure consequences, including deaths and injuries, as well as discounting cost over time, are considered. Optimal values are obtained of design variables and target reliability under single and multiple time-varying loads. Also investigated is sensitivity of the optimal design to important loading and structural parameters. The optimal design is found to depend primarily on the limit state consequences (costs), and to a lesser degree on the structural life. For multiple hazards, the optimal design is controlled by the hazard with large uncertainty and severe failure consequences. In a companion paper applications are given of the method to design multistory office buildings against earthquakes and winds.
    publisherAmerican Society of Civil Engineers
    titleMinimum Building Life-Cycle Cost Design Criteria. I: Methodology
    typeJournal Paper
    journal volume127
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2001)127:3(330)
    treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    contenttypeFulltext
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