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dc.contributor.authorMiura, Kota
dc.contributor.authorHogan, Lucas S.
dc.contributor.authorShegay, Alex
dc.contributor.authorMaeda, Masaki
dc.contributor.authorAkiya, Riho
dc.contributor.authorHenry, Richard S.
dc.contributor.authorElwood, Kenneth J.
dc.date.accessioned2026-08-20T12:17:13Z
dc.date.available2026-08-20T12:17:13Z
dc.date.copyright2025/09/30
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14372.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313323
dc.description.abstractAbstractTypically, earthquake-damaged reinforced concrete (RC) building components are fully repaired with epoxy injection into every crack wider than 0.2 mm to achieve the highest performance recovery. However, this repair objective may not be necessary ...Practical ApplicationsPractical applications for this paper are focused on determining the ability to achieve seismic performance objectives of an earthquake-damaged concrete frame building while saving costs by only repairing a portion of the plastic ...
dc.publisherAmerican Society of Civil Engineers
dc.titlePerformance Recovery Evaluation of Flexural Reinforced Concrete Beams with Different Levels of Repair Based on Shake-Table Testing
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue12
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14372
dc.journal.fristpage04025204-1
dc.journal.lastpage04025204-15
dc.page15
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
dc.contenttypeFulltext


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