DE ANGELIS, FABIO
DE ANGELIS, FABIO
DIPARTIMENTO DI STRUTTURE PER L'INGEGNERIA E L'ARCHITETTURA
Formulazioni costitutive per un modello di plasticità nonlocale
2007 DE ANGELIS, Fabio
Lo Sloshing Problem nella valutazione della risposta sismica di un serbatoio pensile: modellazione ed analisi strutturale di un caso reale
2011 Cancellara, Donato; Modano, Mariano; DE ANGELIS, Fabio; M., Fulgione
Nonlinear kinematic hardening modeling in plasticity
2010 DE ANGELIS, Fabio
Riduzione del livello di vulnerabilità sismica di un edificio esistente in c.a. tramite disaccoppiamento dei pannelli murari efficaci
2011 Cancellara, Donato; DE ANGELIS, Fabio; Modano, Mariano; M., Fulgione
11th International Conference on the Mechanical Behaviour of Materials
2011 DE ANGELIS, Fabio
General solution procedures in elasto/viscoplasticity
2001 G., Alfano; DE ANGELIS, Fabio; Rosati, Luciano
A nonlinear finite element plasticity formulation without matrix inversions
2016 DE ANGELIS, Fabio; Taylor, Robert L.
A base isolation system for structures subject to extreme seismic events characterized by anomalous values of intensity and frequency content
2016 Cancellara, Donato; DE ANGELIS, Fabio
A finite element formulation for viscoplasticity
2015 DE ANGELIS, Fabio
19th International Conference on Composite Structures (ICCS19)
2016 DE ANGELIS, Fabio; de Barros, S.
On the relation between two constitutive models frequently adopted in viscoplasticity
2013 DE ANGELIS, Fabio
Assessment of the seismic vulnerability of existing RC buildings and effect of the irregular position of the masonry panels on the fragile collapse mechanisms
2013 Cancellara, Donato; DE ANGELIS, Fabio; V., Pasquino
Innovative strategy to reduce the seismic vulnerability of a RC existing building: assessment and retrofitting
2013 Cancellara, Donato; DE ANGELIS, Fabio; Modano, Mariano; Pasquino, V.
A novel seismic base isolation system consisting of a lead rubber bearing in series with a friction slider. Part II: Application to a multi-storey RC building and comparison with traditional systems
2013 Cancellara, Donato; DE ANGELIS, Fabio; Pasquino, Mario
Seismic vulnerability of existing RC buildings and influence of the decoupling of the effective masonry panels from the structural frames
2013 DE ANGELIS, Fabio; Cancellara, Donato
A novel seismic base isolation system consisting of a lead rubber bearing in series with a friction slider. Part I: nonlinear modeling of the system
2013 Cancellara, Donato; DE ANGELIS, Fabio; Pasquino, Mario
A general form of constitutive relations in non-smooth elastoplasticity
2013 DE ANGELIS, Fabio
Constitutive equations for a model of nonlocal plasticity which complies with a nonlocal maximum plastic dissipation principle
2012 DE ANGELIS, Fabio; Cancellara, Donato
Seismic analysis and comparison of different base isolation systems for a multi-storey RC building with irregularities in plan
2012 D., Cancellara; DE ANGELIS, Fabio
A consistent formulation of constitutive relations for a model of nonlocal viscoplasticity
2012 DE ANGELIS, Fabio; Cancellara, Donato