Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/sage/experimental-study-of-moment-carrying-behavior-of-typical-tibetan-TAjifVQf5g
References (25)
-
N. Yang, Shujie Qin (2018)
Effect of Queti-Inclination Angles on Structural Performance of Tibetan Timber Beam-Column JointsJournal of Performance of Constructed Facilities
-
L. Sandberg, W. Bulleit, E. Reid (2000)
STRENGTH AND STIFFNESS OF OAK PEGS IN TRADITIONAL TIMBER-FRAME JOINTSJournal of Structural Engineering-asce, 126
-
Der-Wei Chen, Jee-Ray Wang, T. Liu (2007)
Free vibration analysis of a Timoshenko beam carrying multiple spring-mass systems with the effects of shear deformation and rotary inertiaStructural Engineering and Mechanics, 26
-
P. Lacourt, F. Crisafulli, A. Mirasso (2016)
Finite element modelling of hysteresis, degradation and failure of dowel type timber jointsEngineering Structures, 123
-
(2016)
Study on the Seismic Performance of Ancient Tibetan Timber Structure -
N. Yang, Peng-fei Li, S. Law, Qingshan Yang (2012)
Experimental Research on Mechanical Properties of Timber in Ancient Tibetan BuildingJournal of Materials in Civil Engineering, 24
-
(1994)
The Maintenance Report of Potala Palace. Beijing: Cultural Relics -
Matteo Izzi, G. Rinaldin, A. Polastri, M. Fragiacomo (2018)
A hysteresis model for timber joints with dowel-type fastenersEngineering Structures, 157
-
M. Lyu, Xinqun Zhu, Qingshan Yang (2017)
Connection stiffness identification of historic timber buildings using Temperature-based sensitivity analysisEngineering Structures, 131
-
Lückligs Plats (2013)
Experiments on dowel-type timber connections -
K. Komatsu, Qicheng Teng, Zhe-rui Li, Xiao-lan Zhang, Z. Que (2019)
Experimental and analytical investigation on the nonlinear behaviors of glulam moment-resisting joints composed of inclined self-tapping screws with steel side platesAdvances in Structural Engineering, 22
-
Juan Wang, Jun-xiao He, Qingshan Yang, N. Yang (2018)
Study on mechanical behaviors of column foot joint in traditional timber structureStructural Engineering and Mechanics, 66
-
S. Pang, Jung-Kwon Oh, J. Park, C. Park, Jun-Jae Lee (2011)
Moment-Carrying Capacity of Dovetailed Mortise and Tenon Joints with or without Beam ShoulderJournal of Structural Engineering-asce, 137
-
CRIWI (1992) Testing Methods for Physical and Mechanical Properties of Wood -
Joseph Miller, R. Schmidt, W. Bulleit (2010)
New Yield Model for Wood Dowel ConnectionsJournal of Structural Engineering-asce, 136
-
M. Lyu, Xinqun Zhu, Qingshan Yang (2017)
Bilinear connection stiffness identification of heritage timber buildings with limited strain measurementsEngineering Structures, 151
-
(1994)
The Maintenance Report of Potala Palace -
J. Schoenmakers, A. Jorissen (2011)
Failure mechanisms of dowel-type fastener connections perpendicular to grainEngineering Structures, 33
-
Z. Guan, A. Kitamori, K. Komatsu (2008)
Experimental study and finite element modelling of Japanese "Nuki" joints — Part two: Racking resistance subjected to different wedge configurationsEngineering Structures, 30
-
Z. Guan, A. Kitamori, K. Komatsu (2008)
Experimental study and finite element modelling of Japanese “Nuki” joints — Part one: Initial stress states subjected to different wedge configurationsEngineering Structures, 30
-
(2017)
2017a) Connection stiffness identification of historic timber buildings using temperature-based sensitivity analysis -
H. Fukuyama, N. Ando, Masahiro Inayama, M. Takemura (2008)
CALCULATION MODEL AND YIELD PROCESS OF SINGLE SHEAR JOINT WITH WOOD DOWEL OF VARIOUS SLENDERNESSESJournal of Structural and Construction Engineering (transactions of Aij), 73
-
Bo-Han Xu, A. Bouchaïr, M. Taazount, E. Vega (2009)
Numerical and experimental analyses of multiple-dowel steel-to-timber joints in tension perpendicular to grainEngineering Structures, 31
-
M. Dorn, K. Borst, J. Eberhardsteiner (2013)
Experiments on dowel-type timber connectionsEngineering Structures, 47
-
Chunchao Chen, H. Qiu, Yong Lu (2016)
Flexural behaviour of timber dovetail mortise–tenon jointsConstruction and Building Materials, 112
- Publisher
- SAGE
- Copyright
- © The Author(s) 2021
- ISSN
- 1369-4332
- eISSN
- 2048-4011
- DOI
- 10.1177/13694332211001503
- Publisher site
- See Article on Publisher Site
Abstract
This study aimed to investigate the moment carrying behavior of typical Tibetan timber beam-column joints under monotonic vertical static load and also evaluate the influence of length ratio of Gongmu to beam (LRGB) and dowels layout on the structural performance of the joint. Six full-scale specimens were fabricated with same construction but different Gongmu length and dowels position. The moment carrying performance of beam-column joints in terms of failure mode, moment resistance, and rotational stiffness of joints were obtained via monotonic loading tests. Test results indicated that all joints are characterized by compressive failure perpendicular to grain of Ludou. Additionally, it was found that greater LRGB leads to greater initial rotational stiffness and maximum moment of the joint by an increase of restraint length for beam end; however, offsetting dowels toward column resulted smaller stiffness and ultimate bending moment of joints, particularly, offsetting Beam-Gongmu dowels toward column changed the moment-rotation curve pattern of the beam-column joint, accompanied by a hardening stiffness at last phase. Furthermore, a simplified trilinear model was proposed to represent the moment-rotation relationship of the typical Tibetan timber beam-column joint.
Journal
Advances in Structural Engineering – SAGE
Published: Aug 1, 2021