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    Earthquake Functional Recovery in Modern Reinforced Concrete Buildings

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009::page 04024117-1
    Author:
    Dustin T. Cook
    ,
    Abbie B. Liel
    ,
    Amir Safiey
    DOI: 10.1061/JSENDH.STENG-12904
    Publisher: American Society of Civil Engineers
    Abstract: Functional recovery is a new, nonstandardized building design objective, intended to improve a building’s capacity to maintain or rapidly restore basic intended functions after a natural hazard event. Current building seismic design standards, which target life-safety performance objectives, provide limited requirements to ensure buildings maintain, or rapidly recover, function after earthquakes. Therefore, the expected functional recovery performance that is provided by current building codes is unclear. To provide clear and systematic insights to inform the development of prescriptive and performance-based design standards, this study documents the functional recovery performance for a set of 60 reinforced concrete archetype buildings. The results indicate that the estimated functional recovery time for reinforced concrete buildings designed to life-safety standards may approach 1 year, on average, for design-level earthquakes. Additionally, while increased strength and stiffness requirements significantly reduce the likelihood of a building being marked as unsafe due to structural damage, additional design provisions for nonstructural components are required to ensure a high confidence of rapid recovery. The findings from this study clarify the expected post-earthquake recovery of modern reinforced concrete buildings and identify key trends in underlying damage and response mechanisms required to improve future building performance.
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      Earthquake Functional Recovery in Modern Reinforced Concrete Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298168
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    contributor authorDustin T. Cook
    contributor authorAbbie B. Liel
    contributor authorAmir Safiey
    date accessioned2024-12-24T10:01:57Z
    date available2024-12-24T10:01:57Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJSENDH.STENG-12904.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298168
    description abstractFunctional recovery is a new, nonstandardized building design objective, intended to improve a building’s capacity to maintain or rapidly restore basic intended functions after a natural hazard event. Current building seismic design standards, which target life-safety performance objectives, provide limited requirements to ensure buildings maintain, or rapidly recover, function after earthquakes. Therefore, the expected functional recovery performance that is provided by current building codes is unclear. To provide clear and systematic insights to inform the development of prescriptive and performance-based design standards, this study documents the functional recovery performance for a set of 60 reinforced concrete archetype buildings. The results indicate that the estimated functional recovery time for reinforced concrete buildings designed to life-safety standards may approach 1 year, on average, for design-level earthquakes. Additionally, while increased strength and stiffness requirements significantly reduce the likelihood of a building being marked as unsafe due to structural damage, additional design provisions for nonstructural components are required to ensure a high confidence of rapid recovery. The findings from this study clarify the expected post-earthquake recovery of modern reinforced concrete buildings and identify key trends in underlying damage and response mechanisms required to improve future building performance.
    publisherAmerican Society of Civil Engineers
    titleEarthquake Functional Recovery in Modern Reinforced Concrete Buildings
    typeJournal Article
    journal volume150
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-12904
    journal fristpage04024117-1
    journal lastpage04024117-11
    page11
    treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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