Zobrazeno 1 - 10
of 65
pro vyhledávání: '"Angelo Di Egidio"'
Autor:
Angelo Di Egidio, Alessandro Contento
Publikováno v:
Applied Sciences, Vol 14, Iss 23, p 11156 (2024)
The reduction of the seismic effects on new and existing structures is a relevant topic of the structural mechanics applied to the civil engineering. Usually, the conceptual aspects related to a new approach are studied by means of low-dimensional me
Externí odkaz:
https://doaj.org/article/8c6d851169cc4916bbfcc45c99a60e86
Autor:
Angelo Di Egidio, Alessandro Contento
Publikováno v:
Applied Sciences, Vol 14, Iss 2, p 695 (2024)
In this paper, a promising approach is studied that can efficiently mitigate seismic effects on a frame structure by coupling it with an protection system. Various devices are employed to achieve this objective, including tuned mass dampers, dynamic
Externí odkaz:
https://doaj.org/article/e4db9212bac64dd1833c7ef9557f97ff
Autor:
Marianna Rotilio, Giulia D’Alberto, Angelo Di Egidio, Alessandro Contento, Pierluigi De Berardinis
Publikováno v:
Buildings, Vol 13, Iss 9, p 2363 (2023)
The recent seismic events in Italy, including the earthquakes in L’Aquila in 2009 and central Italy in 2016, have significantly impacted the historical centers of small and medium-sized cities. These events directly affected their ancient masonry b
Externí odkaz:
https://doaj.org/article/4196f3ec577a491ca60d88e663ad6311
Publikováno v:
Applied Sciences, Vol 13, Iss 9, p 5373 (2023)
The introduction of an intermediate discontinuity in frame structures is commonly named inter-storey isolation. Inter-storey isolation is an effective technique for the seismic protection of new or existing frame structures. The devices that are used
Externí odkaz:
https://doaj.org/article/69e8e23e4fa64f5b9ea5f1ce34d7697b
Autor:
Angelo Di Egidio, Alessandro Contento
Publikováno v:
Applied Sciences, Vol 13, Iss 8, p 5017 (2023)
The coupling of frame structures with external oscillating bodies, such as rigid walls, dynamic mass absorbers, elastoplastic dampers, or tuned mass dampers, can be effective in reducing the displacements of the structure and protecting it against se
Externí odkaz:
https://doaj.org/article/8ef6aa8f0d94493899f3efee1d4f4f17
Autor:
Angelo Di Egidio, Alessandro Contento
Publikováno v:
Applied Sciences, Vol 12, Iss 22, p 11527 (2022)
The protection of rigid block-like structures against seismic hazards is a widely studied topic and has been achieved to different degrees with active and passive protection methods. For the protection of rigid block-like structures, this paper propo
Externí odkaz:
https://doaj.org/article/8d6ca300ebd94ba9928648f29c9b3709
Publikováno v:
Applied Sciences, Vol 12, Iss 20, p 10398 (2022)
The coupling with external mechanical systems such as oscillating masses working as tuned mass dampers, dynamic mass absorbers, elasto-plastic dampers, and rigid walls is an effective method to reduce the displacements and drifts of structures under
Externí odkaz:
https://doaj.org/article/03e2008840b54718941f982fbf061908
Publikováno v:
TASK Quarterly, Vol 13, Iss 1-2 (2009)
Body impact-contact dynamics is a classical subject in mechanics. Most of the papers on the subject are based on a kinematical or impulse-exchange approach. In this paper a different approach has been adopted. It consists in assigning a constitutive
Externí odkaz:
https://doaj.org/article/847f2eda5dfa449b800406a5a2982f3f
Publikováno v:
Advances in Structural Engineering. 24:3118-3132
Experimental out-of-plane, four-points bending tests were performed on two series of three-layered Cross Laminated Timber (CLT) panels made of Calabrian Beech and Calabrian Beech and Corsican Pine respectively. The predominant failure mechanism was r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cf7e69e40050b9f05a1d91c2b3b9a369
https://doi.org/10.1177/13694332211020403
https://doi.org/10.1177/13694332211020403
Autor:
Stefano Pagliaro, Angelo Di Egidio
Publikováno v:
Journal of Engineering Mechanics. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a93005ee699766769b9e5137b6d216c5
https://doi.org/10.1061/(asce)em.1943-7889.0002083
https://doi.org/10.1061/(asce)em.1943-7889.0002083