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dc.contributor.authorCano, Pablo A.
dc.contributor.authorComeau, Christophe
dc.contributor.authorImanpour, Ali
dc.contributor.authorTremblay, Robert
dc.date.accessioned2026-08-20T12:16:18Z
dc.date.available2026-08-20T12:16:18Z
dc.date.copyright2025/07/30
dc.date.issued2025
dc.identifier.otherJSENDH.STENG-14235.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313303
dc.description.abstractAbstractThis paper presents full-scale quasi-static testing of four two-tiered steel special concentrically braced frames performed to examine the seismic response of steel multitiered concentrically braced frames and improve their design requirements. ...
dc.publisherAmerican Society of Civil Engineers
dc.titleFull-Scale Testing of Two-Tiered Steel Special Concentrically Braced Frames: Seismic Response and Design Method
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue10
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-14235
dc.journal.fristpage04025162-1
dc.journal.lastpage04025162-16
dc.page16
dc.treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
dc.contenttypeFulltext


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