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Investigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing

dc.contributor.authorAftabiazar, Mehrdad
dc.contributor.authorPaultre, Patrick
dc.date.accessioned2026-08-20T12:27:29Z
dc.date.available2026-08-20T12:27:29Z
dc.date.copyright2025/12/31
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-15399.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313487
dc.description.abstractAbstractReinforced concrete shear walls (RCSWs) constitute the primary seismic force-resisting system for mid-rise and high-rise buildings in western North America. Numerical analysis has indicated that large-magnitude, long-duration earthquakes, such as ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInvestigation of Inelastic Higher-Mode Effects in an RC Structural Wall under Long-Duration Ground Motion Using Hybrid Testing
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue3
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15399
dc.journal.fristpage04025295-1
dc.journal.lastpage04025295-18
dc.page18
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
dc.contenttypeFulltext


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