Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Marco filippo Ferrotto"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The selection of seismic inputs for nonlinear dynamic analysis is widely debated, mainly focusing on the advantages and disadvantages provided by the choice of natural, simulated, or artificial records. This work proves the differences in the structu
Externí odkaz:
https://doaj.org/article/d2729e4c1d514707820bbbeea63bcfab
Autor:
Carlo Lo Re, Giorgio Manno, Mirko Basile, Marco Filippo Ferrotto, Liborio Cavaleri, Giuseppe Ciraolo
Publikováno v:
Journal of Marine Science and Engineering, Vol 10, Iss 2, p 268 (2022)
The Ionian sea is prone to tsunamis due to its proximity to the Calabrian subduction zone, which is one of the major tsunamigenic areas of the Mediterranean. The tsunami disaster risk is, nowadays, significantly higher due to the increased exposure o
Externí odkaz:
https://doaj.org/article/a81bac0770f8424cb3aceb750ea20e14
Publikováno v:
Journal of Earthquake Engineering. 27:701-735
Unreinforced masonry (URM) is commonly used to make infill walls in reinforced concrete (RC) frame buildings. Such infill walls are highly vulnerable to out-of-plane (OOP) seismic loading and this can result in huge economic losses and human casualti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8e76db31656b8a7d7d4b3bf40b8c292c
https://doi.org/10.1080/13632469.2022.2030434
https://doi.org/10.1080/13632469.2022.2030434
Autor:
Giorgio Manno, Marco filippo Ferrotto, Mirko Basile, Giuseppe Ciraolo, Carlo Lo Re, Liborio Cavaleri
Publikováno v:
Journal of Marine Science and Engineering; Volume 10; Issue 2; Pages: 268
The Ionian sea is prone to tsunamis due to its proximity to the Calabrian subduction zone, which is one of the major tsunamigenic areas of the Mediterranean. The tsunami disaster risk is, nowadays, significantly higher due to the increased exposure o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::109795ee3801afb6bd8088bee506b5e3
Autor:
Marco Filippo Ferrotto, Luigi Fenu, Jun-Qing Xue, Bruno Briseghella, Bao-Chun Chen, Liborio Cavaleri
Concrete Filled Steel Tubular (CFST) K-joints employed for truss structures gained high interest in the last years due to their widespread use in engineering practice. The overall performances of these joints can be efficiently improved by using stee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5ab29c569e4052a30126786737a8a33d
https://hdl.handle.net/11380/1287292
https://hdl.handle.net/11380/1287292
Publikováno v:
Sustainability, Vol 14, Iss 1706, p 1706 (2022)
Sustainability; Volume 14; Issue 3; Pages: 1706
Sustainability; Volume 14; Issue 3; Pages: 1706
Recycling is among the best management strategies to avoid dispersion of several types of wastes in the environment. Research in recycling strategies is gaining increased importance in view of Circular Economy principles. The exploitation of waste, o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::568bf065154a8e3ea6c47089e109e12c
https://www.um.edu.mt/library/oar/handle/123456789/89732
https://www.um.edu.mt/library/oar/handle/123456789/89732
Publikováno v:
Probabilistic Engineering Mechanics. 70:103375
In this paper a new approach for the energy dissipation is discussed based on the use of Variable Friction Dampers (VFDs). The VFD device is borrowed from braking systems mechanical engineering, able to modulate its capability of dissipation, providi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d3509edb0c25b0979795afcb7d78c866
https://doi.org/10.1016/j.probengmech.2022.103375
https://doi.org/10.1016/j.probengmech.2022.103375
The paper presents the results of a probabilistic assessment framework aimed at evaluating out-of-plane fragility curves of infill walls which have suffered (or not) prior in-plane damage. Out-of-plane incremental dynamic analyses are performed based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3658::7115ee23de154f8944376ea18a5be78e
http://hdl.handle.net/10447/389334
http://hdl.handle.net/10447/389334
The present paper deals with the evaluation of the compressive behaviour of circular concrete columns strengthened with carbon fiber reinforced polymers (CFRP) under different levels of sustained loads and subsequently loaded until failure. The aim w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3658::b0dfb9dbbfefbd7e1d84204466c4a195
http://hdl.handle.net/10447/389344
http://hdl.handle.net/10447/389344