Experimental Study and Finite Element Analysis on the Seismic Performance of Ancient Architectural Kanchuang Frame with Different Impact Parameters Considered

To study the seismic performance of ancient timber structures with attached windows and masonry walls,  a low-cycle reciprocating load test was conducted on a 1:2 scaled model of the Kanchuang frame. The frame’s failure modes, hysteretic behavior, skeleton curves, stiffness degradation, and energy d...

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Bibliographic Details
Main Authors: Junhong Huan, Xiaoyi Zhou, Xiaodong Guo, Wei Wang, Donghui Ma, Yue He
Format: Article
Language:English
Published: North Carolina State University 2025-04-01
Series:BioResources
Subjects:
Online Access:https://ojs.bioresources.com/index.php/BRJ/article/view/24177
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