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Giuseppe D'Arenzo
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An innovative shear-tension angle bracket for cross-laminated timber structures: Experimental tests and numerical modelling
G D'Arenzo, G Rinaldin, M Fossetti, M Fragiacomo
Engineering Structures 197, 109434, 2019
412019
A methodology to determine the seismic low-cycle fatigue strength of timber connections
D Casagrande, S Bezzi, G D'Arenzo, S Schwendner, A Polastri, W Seim, ...
Construction and Building Materials 231, 117026, 2020
292020
In-plane elastic flexibility of cross laminated timber floor diaphragms
G D’Arenzo, D Casagrande, T Reynolds, M Fossetti
Construction and Building Materials 209, 709-724, 2019
272019
Tensile and shear behaviour of an innovative angle bracket for CLT structures
G D’Arenzo, G Rinaldin, M Fossetti, M Fragiacomo, F Nebiolo, ...
Proceedings WCTE, 2018
232018
CLT shear walls anchored with shear-tension angle brackets: Experimental tests and finite-element modeling
G D’Arenzo, D Casagrande, A Polastri, M Fossetti, M Fragiacomo, W Seim
Journal of Structural Engineering 147 (7), 04021089, 2021
222021
The effect of the floor-to-wall interaction on the rocking stiffness of segmented CLT shear-walls
G D'Arenzo, S Schwendner, W Seim
Engineering Structures 249, 113219, 2021
212021
Experimental characterization of a biaxial behaviour connector for CLT wall-to-floor connections under different load directions
G D'Arenzo, W Seim, M Fossetti
Construction and Building Materials 295, 123666, 2021
182021
FRP-confined concrete columns: a new procedure for evaluating the performance of square and circular sections
M Fossetti, F Basone, G D’Arenzo, G Macaluso, AF Siciliano
Advances in Civil Engineering 2018, 2018
62018
An elastic model for the prediction of the lateral response of Cross-Laminated Timber shear walls with openings
G D'Arenzo
Engineering Structures 274, 115055, 2023
52023
Investigating the effect of perpendicular walls on the lateral behaviour of Cross-Laminated Timber shear walls
E Ruggeri, G D'Arenzo, M Fossetti, W Seim
Structures 46, 1679-1695, 2022
52022
An innovative procedure to mechanical characterization of repairing materials under vehicle-induced vibrations
M Fossetti, G Macaluso, AF Siciliano, F Basone, G D'Arenzo
Structures 25, 943-955, 2020
52020
Retrofitting of existing tunnels with concrete lining: a preliminary experimental investigation
RD Cottonaro
Retrofitting of existing tunnels with concrete lining: a preliminary …, 2019
32019
Holistic Design of Taller Timber Buildings–Cost Action Helen (CA20139)
G Fink, R Jockwer, I Šušteršič, M Stepinac, P Palma, C Bedon, ...
World Conference on Timber Engineering, 1001-1008, 2023
22023
Design of taller timber buildings subjected to accidental loads: A state-of-the-art review
D Casagrande, D Brandon, G D’Arenzo, C Viau
COST Action CA 20139, 2022
22022
Influence of Perpendicular Walls on the Lateral Stiffness of Clt Shear Walls
EM Ruggeri, G D'Arenzo, M Fossetti, W Seim
8th International Conference on Computational Methods in Structural Dynamics …, 2021
12021
Ductility of nailed connections in relation to the failure mechanisms
G D’Arenzo, W Seim, S Schwendner, J Wischnewski
Proc., 16th World Conf. on Timber Engineering: WCTE 2021, Santiago, Chile, 2021
12021
Mechanical characterization of an innovative wall-to-floor connection for Cross-Laminated Timber structures
G D’Arenzo, RD Cottonaro, G Macaluso, M Fossetti, M Fragiacomo, ...
no. September, 2019
12019
Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls
EM Ruggeri, G D'Arenzo, M Fossetti
Engineering Structures 290, 116327, 2023
2023
Analysis of different numerical modelling strategies of multi-storey CLT shear walls
EM Ruggeri, G D’Arenzo, M Fossetti, W Seim
13th World Conference on Timber Engineering: Timber for a Livable Future …, 2023
2023
INVESTIGATING THE EFFECTS OF THE INTERACTIONS BETWEEN FLOOR DIAPHRAGMS AND SEGMENTED CROSS-LAMINATED TIMBER SHEAR WALLS
G D’Arenzo, W Seim
13th World Conference on Timber Engineering: Timber for a Livable Future …, 2023
2023
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Articles 1–20