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Buildings 2017, 7(4), 116; doi:10.3390/buildings7040116

Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models

1
Department of Energy, Systems, Territory and Constructions Engineering, University of Pisa, Largo Lucio Lazzarino, 56122 Pisa, Italy
2
Sheffield School of Architecture, The University of Sheffield, Sheffield S10 2TN, UK
3
College of Architecture and Civil Engineering, Beijing University of Technology, 100 Pingleyuan, Beijing 100124, China
*
Author to whom correspondence should be addressed.
Received: 17 October 2017 / Revised: 18 November 2017 / Accepted: 30 November 2017 / Published: 5 December 2017
(This article belongs to the Special Issue Traditional and Innovative Approaches in Seismic Design)
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Abstract

This paper examines the dynamic behaviour of timber framed buildings under wind and dynamic loads, focusing on the role of connections being experimentally tested. The main aim of this manuscript is to analyze the in-service dynamic behaviour of a semi-rigid moment-resisting dowel-type connection between timber beam and column. For this purpose, two laboratory tests have been performed, the first on a connection and another one on a portal frame. The results are used to validate a numerical model of the simple portal frame, analyzed in OpenSees. The obtained relationships are also discussed and compared with Eurocode rules. The main result is that the joint stiffness is calculated through the Eurocode (EC) formulation underestimates the experimental one. A mutual agreement is obtained between the numerical model, validated from the experimental stiffness value for the connections, and the experimental results on the portal frame. View Full-Text
Keywords: timber; dowel-type connection; rotational stiffness; curve fitting; damping; OpenSees timber; dowel-type connection; rotational stiffness; curve fitting; damping; OpenSees
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This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (CC BY 4.0).

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Solarino, F.; Giresini, L.; Chang, W.-S.; Huang, H. Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models. Buildings 2017, 7, 116.

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