Connections for steel–timber hybrid prefabricated buildings. Part I: Experimental tests

Author:

Loss CristianoORCID,Piazza MaurizioORCID,Zandonini Riccardo

Funder

ReLUIS-DPC

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference50 articles.

1. Section analysis and cyclic behavior of post-tensioned jointed ductile connections for multi-story timber building;Newcombe;J. Earthq. Eng.,2008

2. Experimental and analytical analysis of a post-tensioned timber connection under gravity loads;Wanninger;Eng. Struct.,2014

3. LifeCycle tower-high-rise buildings in timber;Professner;Struct. Congr.,2012

4. M.A. Bjertnæs, K.A. Malo, Wind-induced motion of “Treet” – a 14-storey timber residential building in Norway, in: Proceedings of the 13th World Conference on Timber Engineering (WCTE), Universitè Laval, Quebec City, Canada, 2014.

5. Special issue on performance of timber and hybrid structures;Tesfamariam;J. Perform. Constr. Facil.,2014

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