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contributor authorMiura, Kota
contributor authorHogan, Lucas S.
contributor authorShegay, Alex
contributor authorMaeda, Masaki
contributor authorAkiya, Riho
contributor authorHenry, Richard S.
contributor authorElwood, Kenneth J.
date accessioned2026-08-20T12:17:13Z
date available2026-08-20T12:17:13Z
date copyright2025/09/30
date issued2025
identifier otherJSENDH.STENG-14372.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313323
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 ...
publisherAmerican Society of Civil Engineers
titlePerformance Recovery Evaluation of Flexural Reinforced Concrete Beams with Different Levels of Repair Based on Shake-Table Testing
typeJournal Article
journal volume151
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-14372
journal fristpage04025204-1
journal lastpage04025204-15
page15
treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
contenttypeFulltext


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