Sfoglia per Autore
Intermediate disconnection of structures to improve the seismic response
2015-01-01 Fabrizio, C.; DE LEO, ANDREA MATTEO; DI EGIDIO, Angelo
On the use of a pendulum as mass damper to control the rocking motion of a rigid block with fixed characteristics
2016-01-01 DE LEO, ANDREA MATTEO; Simoneschi, Giorgia; Fabrizio, Cristiano; 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.
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
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.
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.
Improvement of the seismic performance of frame structures through a visco-elastic connection with a rocking block
2019-01-01 Di Egidio, A.; Pagliaro, S.; Fabrizio, C.; Contento, A.
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.
Seismic performance of frame structures coupled with an external rocking wall
2020-01-01 Di Egidio, A.; Pagliaro, S.; Fabrizio, C.; de Leo, A. M.
Combined Use of Rocking Walls and Inerters to Improve the Seismic Response of Frame Structures
2021-01-01 Di Egidio, A.; Pagliaro, S.; Fabrizio, C.
Experimental investigation and beam-theory-based analytical model of cross-laminated timber panels buckling behavior
2023-01-01 Fabrizio, C.; Sciomenta, M.; Spera, L.; De Santis, Y.; Pagliaro, S.; Di Egidio, A.; Fragiacomo, M.
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