2-DOF Seismic Response Analysis Model and GUI Program Development for Ancient Timber Palace-Style Structures Considering Column RockingSource: Journal of Computing in Civil Engineering:;2026:;Volume ( 040 ):;issue: 005::page 04026058-1Author:Zhang, Xicheng
,
Li, Jiayuan
,
Cui, Lanhao
,
Liu, Leilei
,
Tian, Qinhu
,
Wu, Guoyuan
,
Meng, Zhaobo
DOI: 10.1061/JCCEE5.CPENG-7104Publisher: American Society of Civil Engineers
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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| contributor author | Zhang, Xicheng | |
| contributor author | Li, Jiayuan | |
| contributor author | Cui, Lanhao | |
| contributor author | Liu, Leilei | |
| contributor author | Tian, Qinhu | |
| contributor author | Wu, Guoyuan | |
| contributor author | Meng, Zhaobo | |
| date accessioned | 2026-08-20T21:27:25Z | |
| date available | 2026-08-20T21:27:25Z | |
| date copyright | 2026/06/01 | |
| date issued | 2026 | |
| identifier other | JCCEE5.CPENG-7104.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4314483 | |
| description 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 ... | |
| publisher | American Society of Civil Engineers | |
| title | 2-DOF Seismic Response Analysis Model and GUI Program Development for Ancient Timber Palace-Style Structures Considering Column Rocking | |
| type | Journal Article | |
| journal volume | 40 | |
| journal issue | 5 | |
| journal title | Journal of Computing in Civil Engineering | |
| identifier doi | 10.1061/JCCEE5.CPENG-7104 | |
| journal fristpage | 04026058-1 | |
| journal lastpage | 04026058-15 | |
| page | 15 | |
| tree | Journal of Computing in Civil Engineering:;2026:;Volume ( 040 ):;issue: 005 | |
| contenttype | Fulltext |