The seismic response of a timber frame with dowel type connections
The purpose of this study was to analyse the dynamic behaviour of timber structures with moment resisting connections. The response of ductile dowel connectors and their effect on the seismic behaviour of semi-rigid timber frames were exarnined. Experimental results from component and frame tests...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/5941 |
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