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The Institute of Theoretical and Applied Mechanics
4
records found
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1.
Original version of the author's contribution as presented on CD, section: [RS12] Numerical simulation methods for dynamic problems .:
PDF
COUPLED AXIAL-SHEAR MODEL FOR ANALYSIS OF CLT PANELS: EFFECT OF DIFFERENT NUMERICAL STRATEGIES
Franco, Luca
;
Talledo, Diego Alejandro
In this work the cyclic behavior of CLT panels was investigated adopting a coupled axial-shear numerical model specifically developed for CLT connections, and implemented [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS02] Experimental measurements and numerical simulation on problems in the field of Earthquake .:
PDF
NUMERICAL SIMULATION OF THE COUPLED TENSION-SHEAR RESPONSE OF AN INNOVATIVE DISSIPATIVE CONNECTION FOR CLT BUILDINGS
Marchi, Luca
;
Pozza, Luca
This work presents a numerical macro-element model able to simulate the dynamic response of an innovative ductile and highly dissipative bracket for assembling of crossla [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS25] Computational Strategies for the seismic assessment of Cultural Heritage Masonry Structures .:
PDF
DYNAMIC SIMULATION OF AN IRREGULAR MASONRY BUILDING WITH DIFFERENT REHABILITATION METHODS APPLIED TO TIMBER FLOORS
Trutalli, Davide
;
Pozza, Luca
The in-plane stiffening of timber floors is normally supposed to be an improvement of the seismic performance of un-reinforced masonry buildings. A modelling strategy to [...]
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4.
Original version of the author's contribution as presented on USB, paper 3698.:
PDF
Experimental Cyclic Tests on Typical Clt Connections Subjected To a Combination of Shear and Tension Actions
Massari, Milena
;
Pozza, Luca
Cross-Laminated Timber (CLT) structures dissipate energy during earthquake only in mechanical connections, which are located in few specific zones. The full definition of [...]
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