Original paper
Axial – Shear interaction on CLT hold-down connections – Experimental investigation
Abstract
Nowadays, the design of CLT wall connections is based on the hypothesis that hold-down connections are subjected only to tension and angle-brackets only to shear. Nevertheless, experimental investigations on CLT walls under seismic action highlighted that hold-downs may be subjected also to significant lateral displacement, and then to a tension-shear coupled action. The aim of this work is to experimentally investigate the axial-shear...
Paper Details
Title
Axial – Shear interaction on CLT hold-down connections – Experimental investigation
Published Date
Apr 1, 2018
Journal
Volume
160
Pages
95 - 110
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Notes
History