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    Systematic Reliability-Based Approach to Progressive Collapse

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 004
    Author:
    Felipe Túlio R. C.;Haach Vladimir G.;Beck André T.
    DOI: 10.1061/AJRUA6.0000990
    Publisher: American Society of Civil Engineers
    Abstract: Recent structural failures in buildings, occurring in a progressive way, have raised awareness of the profession toward the need for robustness in structural design. However, systematic approaches for robust design, considering inherent design uncertainties, are still scarce. This paper proposes a systematic reliability-based approach to the analysis of progressive collapse, with a main goal of identifying key elements in a redundant structure. The approach involves a threat-specific analysis, in which initial damage probabilities are evaluated for a given loading event. Damage propagation and ultimate collapse are also investigated and used to rank elements in a system in terms of their vulnerability regarding structural collapse. The key element is identified as the one presenting the largest intersection between vulnerability and importance with respect to collapse. Identification of key elements can help to guide and simplify the design process. The formal procedure proposed herein should also be useful for automatically guiding design optimization software, having robustness as a design goal.
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      Systematic Reliability-Based Approach to Progressive Collapse

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorFelipe Túlio R. C.;Haach Vladimir G.;Beck André T.
    date accessioned2019-02-26T07:36:34Z
    date available2019-02-26T07:36:34Z
    date issued2018
    identifier otherAJRUA6.0000990.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248232
    description abstractRecent structural failures in buildings, occurring in a progressive way, have raised awareness of the profession toward the need for robustness in structural design. However, systematic approaches for robust design, considering inherent design uncertainties, are still scarce. This paper proposes a systematic reliability-based approach to the analysis of progressive collapse, with a main goal of identifying key elements in a redundant structure. The approach involves a threat-specific analysis, in which initial damage probabilities are evaluated for a given loading event. Damage propagation and ultimate collapse are also investigated and used to rank elements in a system in terms of their vulnerability regarding structural collapse. The key element is identified as the one presenting the largest intersection between vulnerability and importance with respect to collapse. Identification of key elements can help to guide and simplify the design process. The formal procedure proposed herein should also be useful for automatically guiding design optimization software, having robustness as a design goal.
    publisherAmerican Society of Civil Engineers
    titleSystematic Reliability-Based Approach to Progressive Collapse
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000990
    page4018039
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 004
    contenttypeFulltext
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