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Shake-Table Testing of a Full-Scale Six-Story Resilient Mass Timber–Steel Hybrid Building

dc.contributor.authorField, Tanner
dc.contributor.authorBarbosa, Andre R.
dc.contributor.authorPryor, Steve
dc.contributor.authorSimpson, Barbara
dc.contributor.authorUarac, Patricio
dc.contributor.authorSinha, Arijit
dc.contributor.authorvan de Lindt, John W.
dc.date.accessioned2026-08-20T12:25:20Z
dc.date.available2026-08-20T12:25:20Z
dc.date.copyright2025/10/08
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-15036.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313443
dc.description.abstractAbstractSeismically resilient buildings can resist seismic demands while maintaining a minimum acceptable level of functioning. A six-story mass timber-steel hybrid building was built and tested on the Natural Hazards Engineering Research Infrastructure ...
dc.publisherAmerican Society of Civil Engineers
dc.titleShake-Table Testing of a Full-Scale Six-Story Resilient Mass Timber–Steel Hybrid Building
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue12
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15036
dc.journal.fristpage04025210-1
dc.journal.lastpage04025210-15
dc.page15
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
dc.contenttypeFulltext


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