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contributor authorZhang, Xicheng
contributor authorLi, Jiayuan
contributor authorCui, Lanhao
contributor authorLiu, Leilei
contributor authorTian, Qinhu
contributor authorWu, Guoyuan
contributor authorMeng, Zhaobo
date accessioned2026-08-20T21:27:25Z
date available2026-08-20T21:27:25Z
date copyright2026/06/01
date issued2026
identifier otherJCCEE5.CPENG-7104.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314483
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 ...
publisherAmerican Society of Civil Engineers
title2-DOF Seismic Response Analysis Model and GUI Program Development for Ancient Timber Palace-Style Structures Considering Column Rocking
typeJournal Article
journal volume40
journal issue5
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/JCCEE5.CPENG-7104
journal fristpage04026058-1
journal lastpage04026058-15
page15
treeJournal of Computing in Civil Engineering:;2026:;Volume ( 040 ):;issue: 005
contenttypeFulltext


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