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dc.contributor.authorYi, Yousun
dc.contributor.authorKim, Hyunsu
dc.contributor.authorBayrak, Oguzhan
dc.date.accessioned2026-08-20T12:28:22Z
dc.date.available2026-08-20T12:28:22Z
dc.date.copyright2026/05/24
dc.date.issued2026
dc.identifier.otherJSENDH.STENG-15584.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313508
dc.description.abstractAbstractThis paper presents the results of large-scale tests on two pile cap specimens subjected to concentric loading: one with a square plan and the other with a rectangular plan. During the tests, the bottom reinforcement in both specimens experienced ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDevelopment and Experimental Validation of a Refined Three-Dimensional Strut-and-Tie Model for Pile Caps with Curved-Bar Nodes
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue8
dc.journal.titleJournal of Structural Engineering
dc.identifier.doi10.1061/JSENDH.STENG-15584
dc.journal.fristpage04026081-1
dc.journal.lastpage04026081-13
dc.page13
dc.treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008
dc.contenttypeFulltext


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