Zobrazeno 1 - 10
of 83
pro vyhledávání: '"Guido Camata"'
Publikováno v:
Buildings, Vol 14, Iss 6, p 1490 (2024)
In the existing building stock, typically characterised by a high degree of irregularity, the effects of earthquakes are strongly dependent on the epicentre–structure direction and the angle of incidence of the seismic motion. However, the scientif
Externí odkaz:
https://doaj.org/article/9cea59c5e4f1431ea389376ed7ca5a40
Publikováno v:
Buildings, Vol 13, Iss 7, p 1656 (2023)
Recent studies have shown the importance of including the seismic input directionality in nonlinear analyses for an accurate prediction of the structural demand on frame structures. This paper proposes a new method that includes the multi-directional
Externí odkaz:
https://doaj.org/article/1eb78b7ad8cb49748dc07fe05c8cf459
Publikováno v:
Big Data and Cognitive Computing, Vol 7, Iss 2, p 99 (2023)
In the last few decades, structural health monitoring has gained relevance in the context of civil engineering, and much effort has been made to automate the process of data acquisition and analysis through the use of data-driven methods. Currently,
Externí odkaz:
https://doaj.org/article/e213955c342b4385b97598e043f5b800
Publikováno v:
Applied Sciences, Vol 13, Iss 4, p 2459 (2023)
The effect of the vertical component of earthquakes on the structural behaviour of unreinforced masonry (URM) walls is usually not considered by technical codes for ordinary buildings. Recent scientific literature, however, indicates that the earthqu
Externí odkaz:
https://doaj.org/article/dadab251babf4df7b29ad50f3e81512a
Publikováno v:
Frontiers in Built Environment, Vol 6 (2020)
The prediction of the seismic response of structures requires accurate models for describing the behavior of each structural element. In frame analysis, non-linearities are typically modeled through either lumped or distributed plasticity elements. A
Externí odkaz:
https://doaj.org/article/ddfa68a15eda44e183067ce158fe1286
Autor:
Raffaele Cucuzza, Marco Domaneschi, Guido Camata, Giuseppe Carlo Marano, Antonio Formisano, Domenico Brigante
Publikováno v:
Procedia Structural Integrity. 44:2190-2197
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::89a3bb57cc72a002cf9f4af20fc59b75
https://doi.org/10.1016/j.prostr.2023.01.280
https://doi.org/10.1016/j.prostr.2023.01.280
Autor:
DI TRAPANI, Fabio, Bogatkina, Valentina, DI BENEDETTO, Marilisa, Sberna, ANTONIO PIO, Massimo, Petracca, Guido, Camata
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031301247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb1bb9eabed493b7e9ffab8df2eed60d
https://doi.org/10.1007/978-3-031-30125-4_1
https://doi.org/10.1007/978-3-031-30125-4_1
Autor:
Francesco Di Michele, Enrico Spacone, Guido Camata, Giuseppe Brando, Anastasios Sextos, Adam Crewe, George Mylonakis, Matt Diez, Luiza Dihoru, Humberto Varum
This paper discusses the main results of a full-scale shaking table test campaign carried out under the auspices of the EU funded research project SERA, whose objective is to investigate the seismic performance of three-leaf masonry walls with weak l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17619a17fca72bf1ab5105cc1d00a83d
https://doi.org/10.21203/rs.3.rs-1933645/v1
https://doi.org/10.21203/rs.3.rs-1933645/v1
Autor:
Luisa Berto, Diego Talledo, Giuseppe Occhipinti, Giovanni Castellazzi, Bartolomeo Pantò, Guido Camata
Publikováno v:
Bulletin of Earthquake Engineering. 20:2159-2185
The paper presents the comparison of the results obtained on a masonry building by nonlinear static analysis using different software operating in the field of continuum and discrete-macroelement modeling. The structure is inspired by an actual build
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::72970689efd31621b0366f4d0e9700b1
https://doi.org/10.1007/s10518-021-01147-4
https://doi.org/10.1007/s10518-021-01147-4