Flexible performance of traditional timber joints with various joint distances

Chung, Y.-L., Yeo, S., Chang, W.-S. orcid.org/0000-0002-2218-001X et al. (1 more author) (Accepted: 2017) Flexible performance of traditional timber joints with various joint distances. International Journal of Computational Methods and Experimental Measurements. ISSN 2046-0546 (In Press)

Abstract

Metadata

Authors/Creators:
Copyright, Publisher and Additional Information: © 2017 WIT Press.
Keywords: bi-axial bending; joint distance; maximum strength; Shear failure
Dates:
  • Accepted: 4 December 2017
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Social Sciences (Sheffield) > School of Architecture (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 20 Dec 2017 12:34
Last Modified: 20 Dec 2017 12:34
Status: In Press
Publisher: WIT Press
Refereed: Yes

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