Precise Finite Element Analysis of Full-Scale Straight-Tenon Joints in Ancient Timber Buildings
Author:
Affiliation:
1. School of Civil Engineering, Xi’an University of Architecture&Technology, Xi’an, Shaanxi, China
2. Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (Xauat), Xi’an, Shaanxi, China
Funder
National Natural Science Foundation of China
National Key Research and Development Plan of the 13th Five-Year
Natural Science Basic Research Project of Shaanxi Province
Shaanxi Key Scientific and Technological Innovation Team
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2021.2017073
Reference33 articles.
1. Flexural behaviour of timber dovetail mortise–tenon joints
2. Experimental and Numerical Investigation on Seismic Performance of One-Way Straight Mortise–Tenon Joints Based on a Novel Method to Simulate Damage of Deteriorated Ancient Chinese Timber Buildings
3. Lateral performance of mortise-tenon jointed traditional timber frames with wood panel infill
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2. Investigation of design methods in calculating the load-carrying capacity of mortise-tenon joint of timber structure;EARTHQ STRUCT;2023
3. Moment-Rotation Calculation Method and Parameter Analysis for Loose Continuous-Tenon Joint in Column-And-Tie Timber Structure;International Journal of Architectural Heritage;2023-09-06
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