Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Salvatore Verre"'
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
The cultural building Heritage is a valuable trace of the past social life in a city. One peculiar typology of building is the theatre or, more recently, the cinema. Within this indoor space, the community of people actively live an emotional feeling
Externí odkaz:
https://doaj.org/article/1cdb680d62b64ba1bf66bff5b4b0fe83
Autor:
Salvatore Verre
Publikováno v:
Buildings, Vol 12, Iss 12, p 2187 (2022)
The use of fabric-reinforced cementitious mortar (FRCM) or steel-reinforced grout (SRG) is now recognized to be effective in enhancing the axial capacity of masonry columns when confinement is achieved. Numerous experimental tests demonstrated the sy
Externí odkaz:
https://doaj.org/article/ef2d1da41d2146afb9e553874adeb3b7
Autor:
Luciano Ombres, Salvatore Verre
Publikováno v:
Fibers, Vol 10, Iss 7, p 57 (2022)
In this paper, the influence of the strengthening configuration on the structural response of U-wrapped SRG (Steel-Reinforced Grout) shear-strengthened reinforced concrete beams was analyzed both experimentally and theoretically. The parameters varie
Externí odkaz:
https://doaj.org/article/6bf1e7761b8843d4a0c92ae06e350828
Autor:
Panuwat Joyklad, Nazam Ali, Salvatore Verre, Hassan M. Magbool, Amr Elnemr, Muhammad Irshad Qureshi, Qudeer Hussain, Krisada Chaiyasarn
Publikováno v:
Infrastructures, Vol 6, Iss 11, p 165 (2021)
In the past, fiber-reinforced polymer (FRP) composites have been extensively used to modify the structural response of masonry brick walls. The promising advantages of FRP composites are easy application, lightweight, and very high tensile strength.
Externí odkaz:
https://doaj.org/article/3bed77e5529a41a8b245a300a4650bb1
Autor:
Luciano Ombres, Salvatore Verre
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
The Fabric Reinforced Cementitious Matrices (FRCMs) and Steel Reinforced Grout (SRG) are a promising strengthening solution for existing masonry since inorganic matrix is considerably compatible with historical substrates. The present paper is focuse
Externí odkaz:
https://doaj.org/article/6d8155ffff974737b4f2b41f1b0fcc9e
Publikováno v:
Infrastructures, Vol 5, Iss 11, p 101 (2020)
Fabric Reinforced Cementitious Matrix (FRCM) systems are promising solutions for the confinement of masonry columns because they demonstrate strengthening effectiveness and, at the same time, compatibility with historical substrates. Nevertheless, th
Externí odkaz:
https://doaj.org/article/7126bfcf93d04b8ab696a3768c9a6017
Autor:
Luciano Ombres, Salvatore Verre
Publikováno v:
Fibers, Vol 8, Iss 2, p 11 (2020)
The behavior of FRCM (Fabric Reinforced Cementitious Mortar) confined clay brick masonry columns is analyzed in this paper. The results of an experimental investigation conducted on small-scale columns made by clay brick masonry confined with steel-F
Externí odkaz:
https://doaj.org/article/0ba13c819c904c289a450872ac2fd69f
Publikováno v:
Fibers, Vol 8, Iss 2, p 8 (2020)
This paper deals with the experimental and numerical study of the bond behavior of two steel reinforced grout (SRG)-strengthened masonry systems. Ten shear bond tests were carried out on prismatic masonry specimens. The data of experimental tests are
Externí odkaz:
https://doaj.org/article/63946f21ca4247ebb94fc6e1d6e19e56
Autor:
Luciano Ombres, Salvatore Verre
Publikováno v:
Key Engineering Materials. 916:27-34
The Fabric Reinforced Cementitious Matrix (FRCM) system in the last two decades was used to strengthen and rehabilitate historical masonry structures as an alternative of the well-known Fiber-Reinforced Polymer (FRP) system. The FRCM systems consist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63bf0b23b91d8aa50b72e2d718b55171
https://doi.org/10.4028/p-5j2kx3
https://doi.org/10.4028/p-5j2kx3
Publikováno v:
Key Engineering Materials. 916:297-304
The paper refers to the results of an experimental investigation on partially FRCM confined clay brick masonry. Seven small-scale masonry columns (square cross-section 250x250 mm, overall height 770 mm) were tested under monotonic centred load until
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::77cf0b80048b68621827100a7c7e6c31
https://doi.org/10.4028/p-2y075q
https://doi.org/10.4028/p-2y075q