Zobrazeno 1 - 10
of 69
pro vyhledávání: '"Melina Bosco"'
Publikováno v:
Buildings, Vol 14, Iss 7, p 2161 (2024)
Based on criticisms raised in the past by researchers about the effectiveness of the design rules reported in the European seismic code for the design of concentrically braced frames, a new design procedure has been proposed and included in the upcom
Externí odkaz:
https://doaj.org/article/2ff3d44fa7244e1584a10e2815ac8f39
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 4, Pp 937-953 (2023)
Local soil conditions can significantly modify the seismic motion expected on the soil surface. In most cases, the indications concerning the influence of the underlying soil provided by the in-force European and Italian Building Codes underestimate
Externí odkaz:
https://doaj.org/article/62817f6893724162b78487c8b1ecef0e
Publikováno v:
Metals, Vol 13, Iss 2, p 321 (2023)
The seismic response of structures is always influenced by second order (P–Δ) effects. The importance of these effects becomes significant when the structure experiences large plastic deformations. Seismic codes indicate that P–Δ effects may be
Externí odkaz:
https://doaj.org/article/5277fac9b4b54eeb9ddc105de5936fab
Autor:
Francesca Barbagallo, Melina Bosco, Andrea Floridia, Edoardo M. Marino, Dario Panarelli, Pier Paolo Rossi, Nino Spinella
Publikováno v:
Buildings, Vol 12, Iss 10, p 1603 (2022)
A proper and computationally efficient numerical modeling of the nonlinear cyclic flexural behavior of reinforced concrete members is crucial for the assessment of the seismic response of RC framed structures. To mitigate the problem of damage locali
Externí odkaz:
https://doaj.org/article/3ae1e738f55e4621a48159f42d7fccab
Autor:
Melina Bosco, Pier Paolo Rossi
Publikováno v:
Applied Sciences, Vol 12, Iss 14, p 7280 (2022)
Many constructions are globally built with reinforced or prestressed concrete and a large part of them are designed or expected to resist earthquake actions in addition to gravity loads [...]
Externí odkaz:
https://doaj.org/article/b923eec146154582a42a8c354380fc0c
Publikováno v:
Applied Sciences, Vol 11, Iss 22, p 11014 (2021)
The design of steel chevron-braced frames as per Eurocode 8 is based on the idea that only the braces should buckle and yield during ground motions, while other members should remain elastic. The elastic design of the braced frames is also allowed. H
Externí odkaz:
https://doaj.org/article/204439e0b64246f299873aaa98b7aaab
Autor:
Melina Bosco, Lucia Tirca
Publikováno v:
Structures. 48:2098-2115
Publikováno v:
Procedia Structural Integrity. 44:363-370
Publikováno v:
Journal of Constructional Steel Research. 205:107811
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:3041-3063