Zobrazeno 1 - 10
of 140
pro vyhledávání: '"Guido MAGENES"'
Publikováno v:
Buildings, Vol 12, Iss 8, p 1235 (2022)
The material deterioration of an unreinforced stone masonry (URSM) building, due to subsequent dynamic loadings of increasing intensity on a shaking table, is investigated by means of inverse engineering, i.e. calibrating a finite element (FE) model
Externí odkaz:
https://doaj.org/article/2df9c9f27f5c4c9cb3a50011d18adeca
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
The threat to human lives and the economic losses due to high seismic vulnerability of non-engineered traditional masonry infills subjected to earthquakes have been highlighted by several post-seismic surveys and experimental and numerical investigat
Externí odkaz:
https://doaj.org/article/88b04cdcfa88458f8b1f60c0d18de450
Publikováno v:
Data in Brief, Vol 16, Iss , Pp 886-904 (2018)
This article contains information related to a recent study “Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills” (Morandi et al., 2017 [1]). Motivated by the necessity to improve the knowledge of th
Externí odkaz:
https://doaj.org/article/4ff703b397d34fdeb743f05eb90cc834
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
The progressive change of modal characteristics due to accumulated damage on an unreinforced masonry (URM) building is investigated. The stone URM building, submitted to five consecutive shakings, has been experimentally studied on the shaking table
Externí odkaz:
https://doaj.org/article/4f4bcd9bd1b541b191ad15282e0f4067
Publikováno v:
Građevinar, Vol 65, Iss 06., Pp 509-521 (2013)
In the nonlinear analysis of masonry infilled RC frame structures, simple strut models are often adopted to represent the masonry infill, particularly in the case of extensive parametric numerical studies. Therefore, a careful definition of the corre
Externí odkaz:
https://doaj.org/article/ad934c0c50b2490cbd1e03be0a5b78dd
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The seismic vulnerability of masonry infills has been observed persistently during post seismic surveys, and their seismic behaviour has been investigated for decades due to its complexity involving different aspects that need to be addressed and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29664abafc61466258a6acbc4989f591
https://doi.org/10.5592/co/2crocee.2023.135
https://doi.org/10.5592/co/2crocee.2023.135
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:648-672
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7220ea28f8503fc53992ce976319c43d
https://doi.org/10.1002/eqe.3584
https://doi.org/10.1002/eqe.3584
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:347-368
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::12121c74b7b83ebff16c99fcc1596e11
https://doi.org/10.1002/eqe.3569
https://doi.org/10.1002/eqe.3569
Publikováno v:
Structures. 33:2839-2854
This paper describes a simplified methodology for the assessment of unreinforced masonry (URM) walls under out-of-plane two-way bending seismic action. The methodology involves a force-based check derived from the principle of virtual work. This chec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::593ed1f7941376e3a68aae2e88966026
https://doi.org/10.1016/j.istruc.2021.03.121
https://doi.org/10.1016/j.istruc.2021.03.121
Autor:
C. Marano, Paulo B. Lourenço, Carlo Filippo Manzini, Guido Magenes, Özden Saygılı, Katrin Beyer, M.A. Erberik, Francesco Messali, M. Sousamli, Giuseppe Occhipinti, Emilia Angela Cordasco, Bartolomeo Pantò, Daniele Malomo, F. Parisse, Bruno Calderoni, Serena Cattari, C. İçel, M. Karakaya, Guido Camata, Rui Filipe Pedreira Marques
Publikováno v:
Structures. 31:982-1005
This paper presents a benchmark exercise for the seismic assessment of unreinforced masonry (URM) buildings as a follow-up of a blind prediction test organized in the context of the European Conference of Earthquake Engineering Series. The blind pred
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57a2b671ef12b24eafa8ebdeb4673290
https://doi.org/10.1016/j.istruc.2021.01.096
https://doi.org/10.1016/j.istruc.2021.01.096