DI EGIDIO, ANGELO
DI EGIDIO, ANGELO
Dipartimento di Ingegneria civile, edile - architettura, ambientale
Strategie and Best Practices per la Rimozione in Sicurezza delle Opere Provvisionali Post-Sisma Strategies and Best Practices for Safe Removal of Post-Earthquake Temporary Shoring
2022-01-01 Rotilio, M.; Di Egidio, A.; De Berardinis, P.; D’Alberto, G.; Tritto, M.; Di Giovanni, G.
Linear model to describe the working of a three layers CLT strip slab: Experimental and numerical validation
2021-01-01 Sciomenta, M.; Di Egidio, A.; Bedon, C.; Fragiacomo, M.
Critical and post-critical galloping behavior of base isolated coupled towers
2021-01-01 Di Egidio, Angelo; Zulli, Daniele
Probabilistic Models to Assess the Seismic Safety of Rigid Block-Like Elements and the Effectiveness of Two Safety Devices
2019-01-01 Contento, A.; Gardoni, P.; Di Egidio, A.; De Leo, A.
Analytical and experimental investigation into the effectiveness of a pendulum dynamic absorber to protect rigid blocks from overturning
2019-01-01 Di Egidio, A.; Alaggio, R.; Aloisio, A.; de Leo, A. M.; Contento, A.; Tursini, M.
Dynamic response of a linear two d.o. f system visco-elastically coupled with a rigid block
2019-01-01 Di Egidio, A.; Pagliaro, S.; Fabrizio, C.; de Leo, A. M.
Tuned mass damper and base isolation: A unitary approach for the seismic protection of conventional frame structures
2019-01-01 Fabrizio, C.; de Leo, A. M.; Di Egidio, A.
The use of a pendulum dynamic mass absorber to protect a trilithic symmetric system from the overturning
2019-01-01 Di Egidio, A.; De Leo, A. M.; Contento, A.
Visco-elastic coupling between a linear two-dof system and a rocking rigid block to improve the dynamic response
2019-01-01 Di Egidio, A.; Contento, A.; Fabrizio, C.; De Leo, A. M.
Effectiveness of mass-damper dynamic absorber on rocking block under one-sine pulse ground motion
2018-01-01 Di Egidio, Angelo; de Leo, Andrea M.; Simoneschi, Giorgia
Pole placement method to control the rocking motion of rigid blocks
2018-01-01 Simoneschi, G.; Olivieri, C.; de Leo, A. M.; Di Egidio, A.
Comparison of the effectiveness of two safety devices for rigid block subject to seismic excitation
2017-01-01 Contento, Alessandro; Gardoni, Paolo; DI EGIDIO, Angelo; de Leo, Andrea M.
Effectiveness of oscillating mass damper system in the protection of rigid blocks under impulsive excitation
2017-01-01 Simoneschi, Giorgia; DE LEO, ANDREA MATTEO; DI EGIDIO, Angelo
Top disconnection versus base disco nnection in structures subjected to harmonic base excitation
2017-01-01 Fabrizio, Cristiano; DI EGIDIO, Angelo; de Leo, Andrea M.
Parametric study of the distribution of the tensile stresses in pavilion structures constituted by four sectors of barrel shells
2017-01-01 DE LEO, ANDREA MATTEO; Contento, Alessandro; DI EGIDIO, Angelo
Protection of slender rigid blocks from the overturning by using an active control system
2017-01-01 DI EGIDIO, Angelo; Simoneschi, Giorgia; Olivieri, Carlo; de Leo, Andrea M.
Protection of a trilithic structure from the overturning by using a pendulum mass damper
2017-01-01 de Leo, Andrea M.; DI EGIDIO, Angelo
Probability models to assess the seismic safety of rigid block-like structures and the effectiveness of two safety devices
2017-01-01 Contento, Alessandro; Gardoni, Paolo; Egidio, Angelo Di; De Leo, Andrea M.
On the seismic performances of rigid block-like structures coupled with an oscillating mass working as a TMD
2017-01-01 Simoneschi, Giorgia; Geniola, Alessandro; DE LEO, ANDREA MATTEO; DI EGIDIO, Angelo
Structural disconnection as a general technique to improve the dynamic and seismic response of structures: a basic model
2017-01-01 Fabrizio, Cristiano; de Leo, Andrea. M.; DI EGIDIO, Angelo