Yingxian Wooden PagodaDigital Research Archive · 1056
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DOC-038 · PAPER

Experimental Study on the Seismic Performance of the Original and Reinforced Inclined Dougong–Fork-Column System in the Yingxian Wooden Pagoda

Compares full-scale original and auxiliary-column-reinforced models of the most inclined outer-ring forked column on the second open level, focusing on stiffness, energy dissipation and failure.

Author
Yang Deng、Linxi Wang、Yuhang Li、Aiqun Li、Ben Sha、Lixin Shen、Yange Jia
Institution / journal
Journal of Wood Science 72:8
Date
2026
Document type
paper
Original Figure 3: components of the full-scale inclined forked-column–dougong test model.
Original Figure 3: components of the full-scale inclined forked-column–dougong test model.
Deng et al. / Journal of Wood Science · CC BY 4.0；按来源论文图注署名，第三方材料以原图注为准
Original Figure 6: comparison of the original assembly and the model with an added auxiliary column.
Original Figure 6: comparison of the original assembly and the model with an added auxiliary column.
Deng et al. / Journal of Wood Science · CC BY 4.0；按来源论文图注署名，第三方材料以原图注为准
Original Figure 10: deformation of the original model under 60 mm displacement loading.
Original Figure 10: deformation of the original model under 60 mm displacement loading.
Deng et al. / Journal of Wood Science · CC BY 4.0；按来源论文图注署名，第三方材料以原图注为准