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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
482019
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
312020
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
312019
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
262021
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
242021
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
242018
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
212021
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
82022
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
72023
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 (1), 2543850, 2018
62018
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
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
42023
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
32023
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
32022
Retrofitting of existing tunnels with concrete lining: a preliminary experimental investigation
RD Cottonaro
Retrofitting of existing tunnels with concrete lining: a preliminary …, 2019
32019
An analytical matrix approach for the prediction of the elastic lateral displacements of CLT platform-type lateral load resisting systems
D Casagrande, G D’Arenzo, M Masroor, I Gavrić, G Doudak
Structures 64, 106490, 2024
12024
Experimental characterization of CLT shear walls connected to perpendicular walls
EM Ruggeri, G D’Arenzo, DL Cavoli, I Casiraro, M Fossetti
Proc., 13th World Conf. on Timber Engineering, 2023
12023
Experimental investigation on the lateral performance of CLT shear walls connected to perpendicular walls
EM Ruggeri, G D'Arenzo, DL Cavoli, RD Cottonaro, M Fossetti
Procedia Structural Integrity 44, 464-471, 2023
12023
Influence of Perpendicular Walls on the Lateral Stiffness of Clt Shear Walls
EM Ruggeri, G D'Arenzo, M Fossetti, W Seim
COMPDYN 2021 2021, 1-16, 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
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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