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

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Date
2026
Author
Zhang, Xicheng
Li, Jiayuan
Cui, Lanhao
Liu, Leilei
Tian, Qinhu
Wu, Guoyuan
Meng, Zhaobo
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Abstract
AbstractTo 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 ...
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http://yetl.yabesh.ir/yetl1/handle/yetl/4314483
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