Damaged mortise–tenon joint strengthened using an assembled spring–steel hoop based on a design of similar rotational stiffness

Author:

Shen ShengORCID,Sun YuORCID,Wang Yao,Qi Yajun,Jiang Shaofei,Fu Xufeng,Wang Ming

Publisher

Elsevier BV

Reference34 articles.

1. How the decayed straight mortise-tenon joints influence the seismic performance of ancient timber building? Evidence from experiment scenarios of the benchmark wood frames;Chen;Eng. Fail. Anal.,2020

2. Dual-indicator prediction model for the safety of Chinese ancient wooden structures subjected to bioerosion;Qiao;J. Build. Eng.,2021

3. Experimental research on seismic performance of wooden mortise-tenon joints before and after reinforcement;Lu;J. Earthq. Eng. Vib.,2012

4. Capacity of Pegged Mortise and Tenon Joinery, University of Wyoming, Dep. Of Civil and Architectural and Engineering;Schmidt,2004

5. Shear capacity of dowelled mortise and tenon in tropical timber, IOP Conference Series;Hassan;Mater. Sci. Eng.,2011

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