Theoretical model of bending moment for the penetrated mortise-tenon joint involving gaps in traditional timber structure-Reference-Cited by-同舟云学术

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Theoretical model of bending moment for the penetrated mortise-tenon joint involving gaps in traditional timber structure

Published:2021-10 Issue: Volume:42 Page:103102
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

He Jun-xiao,Yu Pan,Wang Juan,Yang Qing-shan,Han Miao,Xie Lin-lin

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference28 articles.

1. Rotational performance of traditional Nuki joints with gap I: theory and verification;Chang;J. Wood Sci.,2006

2. Structural mechanism of traditional wooden frames by dynamic and static tests;Suzuki;Struct. Contr. Health Monit.,2006

3. Experimental study and finite element modelling of Japanese ‘‘Nuki’’ joints part two: racking resistance subjected to different wedge configurations;Guan;Eng. Struct.,2008

4. Theoretical estimation of the mechanical performance of traditional mortise–tenon joint involving a gap;Keita;J. Wood Sci.,2016

5. Rotational behavior of degraded traditional mortise-tenon joints: experimental tests and hysteretic model;Xie;Int. J. Architect. Herit.,2018

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1. Seismic behavior of looseness-induced inclined mortise and tenon joints in ancient timber structures: Experimental tests, multi-scale finite element model, and behavior degradation;Engineering Structures;2024-11

2. Seismic performance of innovative precast concrete composite walls with embedded XPS insulation layer;Engineering Structures;2024-10

3. Investigating the Influence of Tenon Dimensions on White Oak (Quercus alba) Mortise and Tenon Joint Strength;Forests;2024-09-12

4. Enhancing Deep Line Segment Detection and Performance Evaluation for Wood: A Deep Learning Approach with Experiment-Based, Domain-Specific Implementations;Forests;2024-08-09

5. Spatial rotational behaviour of intact and damaged column foot joints: numerical modelling;Proceedings of the Institution of Civil Engineers - Engineering History and Heritage;2024-07-15

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