Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws L Marchi, R Scotta, L Pozza Materials and Structures 50, 1-15, 2017 | 79 | 2017 |
Axial–Shear interaction on CLT hold-down connections–Experimental investigation L Pozza, B Ferracuti, M Massari, M Savoia Engineering Structures 160, 95-110, 2018 | 70 | 2018 |
Behaviour factor for innovative massive timber shear walls L Pozza, R Scotta, D Trutalli, A Polastri Bulletin of Earthquake Engineering 13, 3449-3469, 2015 | 67 | 2015 |
A dissipative connector for CLT buildings: Concept, design and testing R Scotta, L Marchi, D Trutalli, L Pozza Materials 9 (3), 139, 2016 | 58 | 2016 |
Coupled axial-shear numerical model for CLT connections L Pozza, A Saetta, M Savoia, D Talledo Construction and Building Materials 150, 568-582, 2017 | 55 | 2017 |
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures D Trutalli, L Marchi, R Scotta, L Pozza Bulletin of earthquake engineering 17, 2115-2136, 2019 | 54 | 2019 |
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling L Pozza, A Saetta, M Savoia, D Talledo Construction and Building Materials 191, 95-113, 2018 | 53 | 2018 |
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 | 48 | 2019 |
Experimental and numerical analyses of new massive wooden shear-wall systems L Pozza, R Scotta, D Trutalli, M Pinna, A Polastri, P Bertoni Buildings 4 (3), 355-374, 2014 | 45 | 2014 |
Experimentally based q-factor estimation of cross-laminated timber walls L Pozza, R Scotta, D Trutalli, A Polastri, I Smith Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2016 | 44 | 2016 |
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses L Pozza, D Trutalli Bulletin of Earthquake Engineering 15, 2015-2033, 2017 | 43 | 2017 |
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors R Scotta, D Trutalli, L Marchi, L Pozza Engineering Structures 167, 683-694, 2018 | 40 | 2018 |
Proposal for a standardized design and modeling procedure of tall CLT buildings A Polastri, L Pozza International Journal for Quality Research 10 (3), 607-624, 2016 | 30 | 2016 |
Strategies for structural modelling of CLT panels under cyclic loading conditions L Franco, L Pozza, A Saetta, M Savoia, D Talledo Engineering Structures 198, 109476, 2019 | 29 | 2019 |
Influence of wall assembly on behaviour of cross-laminated timber buildings L Pozza, R Scotta Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2015 | 29 | 2015 |
A non linear numerical model for the assessment of the seismic behavior and ductility factor of X-Lam timber structures L Pozza, R Scotta Timber structures: from antiquity to the present, 151-162, 2009 | 23 | 2009 |
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings L Pozza, M Savoia, L Franco, A Saetta, D Talledo Timber Structures and Engineering 163, 2018 | 20 | 2018 |
Procedures for seismic characterization of traditional and modern wooden building types A Ceccotti, M Massari, L Pozza International Journal for Quality Research 10 (1), 47-70, 2016 | 20 | 2016 |
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings E Ongaretto, L Pozza, M Savoia International Journal for Quality Research 10 (1), 17-46, 2016 | 19 | 2016 |
Macro-element modelling of a dissipative connection for CLT structures L Marchi, D Trutalli, R Scotta, L Pozza Structures 26, 582-600, 2020 | 18 | 2020 |