Experimental Analysis of Semi-rigidity Joint in the Standardized Timber Beam

Author:

Fournely Eric,Pitti Rostand Moutou,Bouchair Abdelhamid,Dubois Frédéric

Publisher

Springer New York

Reference16 articles.

1. Moutou Pitti R, Fournely E, Bouchair H (2010) Comportement d’une poutre treillis en bois avec assemblages semi-rigides. 28ème Rencontres Universitaires de Génie Civil, AUGC, La Bourboule, 02–04 Juin 2010

2. Komatsu K, Hwang KH, Hosokawa K (2000) Structural performance of glulam semi-rigid portal frames constructed by a hardwood wedge joint technique I. Lateral shear performance of portal frames subjected to static cyclic loading. Japan Wood Res Soc 46(6):573–580, ISSN: 0021–4795

3. AFNOR, NF EN 408 (2004) Structures en bois, Bois de structure et bois lamellé collé, détermination de certaines propriétés physiques et mécaniques. p 32

4. Broughton JG, Hutchinson AR (2001) Adhesive systems for structural connections in timber. Int J Adhes Adhes 21:177–186

5. Leichti RJ, Hyde RA, French ML, Camillos SG (2000) The continuum of connection rigidity in timber structures. Wood Fiber Sci 32(1):1–19, ISSN: 0735–6161

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Experimental Characterization of Semi-Rigidity of Standardized Lattice Beam Using the Grid Method;Fracture, Fatigue, Failure, and Damage Evolution, Volume 5;2014-07-05

2. Impact of Semi-rigidity of Joint on Timber Composite Truss Beam;Experimental Mechanics of Composite, Hybrid, and Multifunctional Materials, Volume 6;2013-07-22

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