Analysis on mechanical behavior of dovetail mortise-tenon joints with looseness in traditional timber buildings
Authors:
- Yizhu LiYLYizhu Li
- Shuangyin CaoSCShuangyin Cao
- Jianyang XueJXJianyang Xue
- 10 December 2016
- journal article
- Published by Techno-Press in STRUCTURAL ENGINEERING AND MECHANICS
- Vol. 60 (5) , 903-921
Abstract
No abstract availableThis publication has 18 references indexed in Scilit:
- Experimental study on the seismic performance of a double-span traditional timber frameEngineering Structures, 2015
- Assessment of the structural stability of Blockhaus timber log-walls under in-plane compression via full-scale buckling experimentsConstruction and Building Materials, 2015
- Numerical and analytical assessment of the buckling behaviour of Blockhaus log-walls under in-plane compressionEngineering Structures, 2015
- Testing and modeling of a traditional timber mortise and tenon jointMaterials and Structures, 2013
- Structural behaviour of log timber walls under lateral in-plane loadsEngineering Structures, 2012
- Development of All-Wood Connections with Plywood Flitch Plate and Oak PegsAdvances in Structural Engineering, 2011
- Seismic vulnerability of historic Dieh–Dou timber structures in TaiwanEngineering Structures, 2008
- Modeling Timber Moment Connection under Reversed Cyclic LoadingJournal of Structural Engineering, 2005
- Ancient Chinese Timber Architecture. II: Dynamic CharacteristicsJournal of Structural Engineering, 2001
- Ancient Chinese Timber Architecture. I: Experimental StudyJournal of Structural Engineering, 2001