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2-DOF Seismic Response Analysis Model and GUI Program Development for Ancient Timber Palace-Style Structures Considering Column Rocking

dc.contributor.authorZhang, Xicheng
dc.contributor.authorLi, Jiayuan
dc.contributor.authorCui, Lanhao
dc.contributor.authorLiu, Leilei
dc.contributor.authorTian, Qinhu
dc.contributor.authorWu, Guoyuan
dc.contributor.authorMeng, Zhaobo
dc.date.accessioned2026-08-20T21:27:25Z
dc.date.available2026-08-20T21:27:25Z
dc.date.copyright2026/06/01
dc.date.issued2026
dc.identifier.otherJCCEE5.CPENG-7104.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314483
dc.description.abstractAbstractTo accurately predict the seismic nonlinear response of single-story palace-style ancient timber structures, a two-degree-of-freedom (2-DOF) lumped mass model is proposed. This model incorporates column rocking, bracket sets, and mortise-tenon ...
dc.publisherAmerican Society of Civil Engineers
dc.title2-DOF Seismic Response Analysis Model and GUI Program Development for Ancient Timber Palace-Style Structures Considering Column Rocking
dc.typeJournal Article
dc.journal.volume40
dc.journal.issue5
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/JCCEE5.CPENG-7104
dc.journal.fristpage04026058-1
dc.journal.lastpage04026058-15
dc.page15
dc.treeJournal of Computing in Civil Engineering:;2026:;Volume ( 040 ):;issue: 005
dc.contenttypeFulltext


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