Bolted glulam beam-column connections under different combinations of shear and bending-Reference-Cited by-同舟云学术

Bolted glulam beam-column connections under different combinations of shear and bending

Published:2019-02 Issue: Volume:181 Page:281-292
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Mingqian,Song Xiaobin,Gu Xianglin,Tang Jianyang^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

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2. Analysis of dowelled timber to timber moment-resisting joints;Bouchaïr;Mater Struct,2007

3. Lam F, Schulte-Wrede M, Yao C, et al. Moment resistance of bolted timber connections with perpendicular to grain reinforcements. In: World Conference on Timber Engineering, Curran Associates, New York; 2008.

4. Rotational behavior of bolted beam-to-column connections with locally cross-laminated glulam;Wang;J Struct Eng,2015

5. Comparison of glulam post-to-beam connections reinforced by two different dowel-type fasteners;He;Constr Build Mater,2015

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