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dc.contributor.authorFelipe Túlio R. C.;Haach Vladimir G.;Beck André T.
dc.date.accessioned2019-02-26T07:36:34Z
dc.date.available2019-02-26T07:36:34Z
dc.date.issued2018
dc.identifier.otherAJRUA6.0000990.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248232
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleSystematic Reliability-Based Approach to Progressive Collapse
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue4
dc.journal.titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi10.1061/AJRUA6.0000990
dc.page4018039
dc.treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 004
dc.contenttypeFulltext


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