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Research on M-θ Theoretical Relationship of Straight Mortise-tenon Joints in Chinese Traditional Timber Structures

摘要


There is great wisdom in the construction techniques of Chinese traditional timber structures. The use of tenon and mortise for beam-column joints is an important feature that distinguishes the Chinese traditional timber structures from modern building structures. The rotational performance of this semi-rigid connection also plays an important role in the study on seismic performance of timber structures. The straight mortise-tenon joint is a common timber structure joint. In this paper, the mechanical principle of the straight mortise-tenon joint of the timber structure is analyzed from the two aspects of the friction characteristics of the wood and the embedment mechanism, and the M-θ theoretical relationship of the straight mortise-tenon joint in elastic stage is deduced. This work also prepares for the next step to study the seismic performance of timber structural systems.

參考文獻


King, W.S., J.Y.R. Yen, and Y.N.A. Yen, Joint characteristics of traditional Chinese wooden frames. Engineering Structures, 1996. 18(8): p. 635–644.
Guan, Z.W., A. Kitamori, and K. Komatsu, Experimental study and finite element modelling of Japanese “Nuki” joints - Part one: Initial stress states subjected to different wedge configurations. Engineering Structures, 2008. 30(7): p. 2032-2040.
Fujita, K., et al., Hysteresis model and stiffness evaluation bracket complexes used in traditional timber structures based on static lateral loading tests. Journal of Structural and Construction Engineering (Transactions of AIJ), 2001. 543(1): p. 121-127.
Ogawa, K., Y. Sasaki, and M. Yamasaki, Theoretical estimation of the mechanical performance of traditional mortise–tenon joint involving a gap. Journal of Wood Science, 2016. 62(3): p. 242-250.
Tanahashi, H. and Y. Suzuki, Three effects of mechanisms in traditional timber structures. Iabse Symposium Report, 2015. 104(22): p. 1-8.

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