Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Giovanni Ferrante Cavallaro"'
Autor:
Sabatino Di Benedetto, Antonella Bianca Francavilla, Massimo Latour, Giovanni Ferrante Cavallaro, Vincenzo Piluso, Gianvittorio Rizzano
Publikováno v:
Symmetry, Vol 12, Iss 12, p 2091 (2020)
In the last few decades, increasing efforts have been devoted to the development of beam-to-column connections able to accommodate the local ductility demand dissipating, contemporaneously, the seismic input energy. Among the typologies proposed, the
Externí odkaz:
https://doaj.org/article/3b8430111e0c4287bf5cc89b9e3ec2a8
Autor:
Sabatino Di Benedetto, Antonella Bianca Francavilla, Massimo Latour, Giovanni Ferrante Cavallaro, Vincenzo Piluso, Gianvittorio Rizzano
Publikováno v:
ce/papers. 4:2285-2294
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd6a30d897ffd3ee2bbfc4b5149a9c6c
https://doi.org/10.1002/cepa.1551
https://doi.org/10.1002/cepa.1551
Autor:
Massimo Latour, Antonella Bianca Francavilla, Vincenzo Piluso, Giovanni Ferrante Cavallaro, Gianvittorio Rizzano
Publikováno v:
Soil Dynamics and Earthquake Engineering. 114:404-423
The experimental activity presented in this work intends to study in detail the cyclic behaviour of a set of three different friction shims preliminary selected in a previous experimental work regarding the behaviour of friction dampers of Sliding Hi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5b22bc23e9f8eb1f1cd71173de18e609
https://doi.org/10.1016/j.soildyn.2018.07.041
https://doi.org/10.1016/j.soildyn.2018.07.041
Autor:
Antonella Bianca Francavilla, Gianvittorio Rizzano, Vincenzo Piluso, Massimo Latour, Giovanni Ferrante Cavallaro
Publikováno v:
Journal of Constructional Steel Research. 141:145-155
The sliding hinge joint is a type of low-damage seismic resistant connection equipped with a bolted friction damper at the bottom beam flange. To accurately control its flexural resistance, it is critical to govern the bolts' preload which depends on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c0125242f54e88ee293cbbd33aa5c164
https://doi.org/10.1016/j.jcsr.2017.10.029
https://doi.org/10.1016/j.jcsr.2017.10.029
Autor:
Giovanni Ferrante Cavallaro, Massimo Latour, Antonella Bianca Francavilla, Gianvittorio Rizzano, Vincenzo Piluso
Publikováno v:
ce/papers. 1:316-331
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d616d437706772fcb63268102bb24258
https://doi.org/10.1002/cepa.63
https://doi.org/10.1002/cepa.63
Autor:
Massimo Latour, Antonella Bianca Francavilla, Vincenzo Piluso, Gianvittorio Rizzano, Giovanni Ferrante Cavallaro
Publikováno v:
ce/papers. 1:332-341
A FREE from DAMage friction connection is a connection where at the level of the lower beam flange is realized a friction damper by means of angles and plates pre-stressed with high strength bolts. In these connections, the bending moment transferred
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e4091ffc3e9ba66f70644669057b54a
https://doi.org/10.1002/cepa.64
https://doi.org/10.1002/cepa.64
This paper shows the design procedure of a Real Scale two stories steel Moment Resisting Frame (MRF) with different beam-to-column connections for Pseudo-dynamic tests. The main results of the preliminary analysis are presented.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b05f381730de9ebc93bdbaa2fb8b95f3
http://hdl.handle.net/11386/4747154
http://hdl.handle.net/11386/4747154
Autor:
Giovanni Ferrante Cavallaro
Publikováno v:
AIP Conference Proceedings.
This research work is devoted to evaluating the accuracy of the tightening procedures for high strength bolts applied in friction dampers. A statistical characterization of the variability of the preloading force has been derived from experimental te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::557f60152c640ab1181f40e2dcd3243a
https://doi.org/10.1063/1.5114254
https://doi.org/10.1063/1.5114254
Autor:
Massimo Latour, Giovanni Ferrante Cavallaro, Antonella Bianca Francavilla, Gianvittorio Rizzano, Vincenzo Piluso, Sabatino Di Benedetto
Publikováno v:
Engineering Structures. 212:110494
The paramount role of beam-to-column joints on the seismic response of MRFs is universally recognised and many studies have been devoted to the improvement of their ductility and energy dissipation capacity, mostly after the seismic events of Northri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4f3aaf6e6c8e3859b105f05937357f8
https://doi.org/10.1016/j.engstruct.2020.110494
https://doi.org/10.1016/j.engstruct.2020.110494