Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Gennaro Maddaloni"'
Masonry columns often exhibit a lack of load-carrying capacity that is due to overloads and do not provide any ductility or dissipation capacity under seismic forces. Column confinement has been extensively studied as an effective technique, which co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::63672cae335e8289cfc0a49641db9a0c
http://hdl.handle.net/11588/829421
http://hdl.handle.net/11588/829421
Publikováno v:
Composites Part B: Engineering. 147:147-161
Recent earthquakes gave further awareness on seismic risk and vulnerability of existing buildings, especially for the protection of historical-artistic value of old town centers. The preservation of the architectonical value of historical buildings n
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ca82e17100aa06261cdd62cd991872e
https://doi.org/10.1016/j.compositesb.2018.04.038
https://doi.org/10.1016/j.compositesb.2018.04.038
Autor:
Maria Antonietta Aiello, Francesco Micelli, Alessio Cascardi, Gennaro Maddaloni, Marco Di Ludovico, Alberto Balsamo, Andrea Prota
Publikováno v:
Key Engineering Materials. 747:374-381
The effectiveness of FRP systems as a confinement technique to strengthen masonry columns has been widely investigated in the last decades. Recently, a new technique, Fabric Reinforced Cementitious Matrix (FRCM), based on the use of fibrous nets embe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d1d7259a5b10f054eab11ab609b65678
https://doi.org/10.4028/www.scientific.net/kem.747.374
https://doi.org/10.4028/www.scientific.net/kem.747.374
Publikováno v:
Composites Part B: Engineering. 93:328-343
The seismic behaviour of existing masonry buildings strongly depends on the type of connections between orthogonal walls and between walls and floors. Recent earthquakes have clearly shown that the most common failure modes of existing masonry buildi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f05bf9fb0a07d453a0efdf80fb5a673
https://doi.org/10.1016/j.compositesb.2016.03.026
https://doi.org/10.1016/j.compositesb.2016.03.026
Existing masonry buildings often exhibit a brittle behavior during seismic events due to the reduced in-plane shear capacity of piers. Inorganic composite materials are widely used for the seismic upgrading of masonry walls capacity, thanks to the go
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::f95297d03b1b7542fdbf4020194ea26b
http://hdl.handle.net/11588/759875
http://hdl.handle.net/11588/759875
Experimental assessment of vertical spanning strengthened masonry infills under out-of-plane actions
Recent studies, as well as past earthquake experience, demonstrated that slender unreinforced masonry infills are significantly vulnerable with respect to out-of-plane actions. The out-of-plane collapse of infills significantly increases the repairme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::f17105efaf2ce9547b8f19a43fc0aad4
http://hdl.handle.net/11588/759906
http://hdl.handle.net/11588/759906
Unreinforced masonry buildings are particularly vulnerable to brittle failures during seismic events due to the poor in-plane shear capacity of masonry walls. The use of strengthening solutions with polymeric matrices is not often recommended for mas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77a37cceb637407e5759be6cef4a0702
http://hdl.handle.net/11588/772415
http://hdl.handle.net/11588/772415
Publikováno v:
Composite Structures. 230:111503
Experimental tests performed to characterize the out-of-plane response of unreinforced and reinforced one-way spanning masonry infills in Reinforced Concrete frames are presented. The performance of an as-built specimen is compared with that of two s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da4e79ca902a1913e9abe1d7d8a87629
https://doi.org/10.1016/j.compstruct.2019.111503
https://doi.org/10.1016/j.compstruct.2019.111503
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::793765311fc3e04fd5a2297c5555a4ab
http://www.scopus.com/inward/record.url?eid=2-s2.0-84929431296&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-84929431296&partnerID=MN8TOARS