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dc.contributor.authorDustin T. Cook
dc.contributor.authorAbbie B. Liel
dc.contributor.authorAmir Safiey
dc.date.accessioned2024-12-24T10:01:57Z
dc.date.available2024-12-24T10:01:57Z
dc.date.copyright9/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJSENDH.STENG-12904.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298168
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleEarthquake Functional Recovery in Modern Reinforced Concrete Buildings
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue9
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-12904
dc.journal.fristpage04024117-1
dc.journal.lastpage04024117-11
dc.page11
dc.treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009
dc.contenttypeFulltext


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