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Cristiano Loss
Cristiano Loss
Assistant Professor and Associate Chair, The University of British Columbia
Email verificata su ubc.ca - Home page
Titolo
Citata da
Citata da
Anno
Connections for steel–timber hybrid prefabricated buildings. Part I: Experimental tests
C Loss, M Piazza, R Zandonini
Construction and Building Materials 122, 781-795, 2016
1502016
Connections for steel–timber hybrid prefabricated buildings. Part II: Innovative modular structures
C Loss, M Piazza, R Zandonini
Construction and Building Materials 122, 796-808, 2016
1282016
Innovative composite steel-timber floors with prefabricated modular components
C Loss, B Davison
Engineering structures 132, 695-713, 2017
962017
Experimental investigation on in-plane stiffness and strength of innovative steel-timber hybrid floor diaphragms
C Loss, A Frangi
Engineering Structures 138, 229-244, 2017
852017
Feasibility study of mass-timber cores for the UBC tall wood building
T Connolly, C Loss, A Iqbal, T Tannert
Buildings 8 (8), 98, 2018
712018
Simple cross-laminated timber shear connections with spatially arranged screws
C Loss, A Hossain, T Tannert
Engineering Structures 173, 340-356, 2018
592018
State-of-the-art review of displacement-based seismic design of timber buildings
C Loss, T Tannert, S Tesfamariam
Construction and Building Materials 191, 481-497, 2018
512018
Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings
D Casagrande, A Polastri, T Sartori, C Loss, M Chiodega
World Conference on Timber Engineering (WCTE), 2016
422016
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls
A Polastri, M Izzi, L Pozza, C Loss, I Smith
Bulletin of earthquake engineering 17, 1009-1028, 2019
362019
In-plane stiffness of hybrid steel–cross-laminated timber floor diaphragms
C Loss, S Rossi, T Tannert
Journal of Structural Engineering 144 (8), 04018128, 2018
252018
Experimental tests of cross-laminated timber floors to be used in timber-steel hybrid structures
C Loss, M Piazza, R Zandonini
Proceedings of WCTE 2014 conference. Quebec, Canada, August, 2014
202014
Hyperelastic hold-down solution for CLT shear walls
H Asgari, T Tannert, MM Ebadi, C Loss, M Popovski
Construction and Building Materials 289, 123173, 2021
172021
Direct displacement-based design of glulam timber frame buildings
D Zonta, C Loss, M Piazza, P Zanon
Journal of Earthquake Engineering 15 (3), 491-510, 2011
162011
Contemporary and novel hold-down solutions for mass timber shear walls
T Tannert, C Loss
Buildings 12 (2), 202, 2022
152022
Numerical analyses of high-and medium-rise CLT buildings braced with cores and additional shear walls
A Polastri, L Pozza, C Loss, I Smith
Struct. Archit 5, 128-136, 2016
152016
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls
A Polastri, L Pozza, C Loss, I Smith
NEW ZEALAND JOURNAL OF TIMBER DESIGN 2016 (2), 11-20, 2016
112016
Numerical study of alternative seismic-resisting systems for CLT buildings
C Loss, S Pacchioli, A Polastri, D Casagrande, L Pozza, I Smith
Buildings 8 (11), 162, 2018
102018
Displacement-based seismic design of timber structures
C Loss
University of Trento, 2011
102011
Innovative construction system for sustainable buildings
C Loss, M Piazza, R Zandonini
IABSE Conference-Structural Engineering: Providing Solutions to Globalá…, 2015
92015
Analytical model to evaluate the equivalent viscous damping of timber structures with dowel-type fastener connections
C Loss, D Zonta, M Piazza
Proceedings of the world conference on timber engineering (WCTE 2012), 16, 2012
92012
Il sistema al momento non pu˛ eseguire l'operazione. Riprova pi¨ tardi.
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