Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Marco Terrenzi"'
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:
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
Publikováno v:
Buildings; Volume 13; Issue 7; Pages: 1656
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://explore.openaire.eu/search/publication?articleId=multidiscipl::97f02d7d299f1579ff1437cfacd9651d
Autor:
Mariano Di Domenico, Maria Teresa De Risi, Vincenzo Manfredi, Marco Terrenzi, Guido Camata, Fabrizio Mollaioli, Fabrizio Noto, Paolo Ricci, Paolo Franchin, Angelo Masi, Enrico Spacone, Gerardo M. Verderame
This study investigates the seismic response of archetype infilled reinforced concrete buildings representative of the existing Italian residential building stock by focusing on the modelling aspects of the existing infills, including their failure m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9b7356ccfaeb1db35905e30a63407ef3
https://hdl.handle.net/11588/900711
https://hdl.handle.net/11588/900711
Autor:
Maria Teresa De Risi, Mariano Di Domenico, Vincenzo Manfredi, Marco Terrenzi, Guido Camata, Fabrizio Mollaioli, Fabrizio Noto, Paolo Ricci, Paolo Franchin, Angelo Masi, Enrico Spacone, Gerardo M. Verderame
This study investigates the seismic response of reinforced concrete buildings designed according to Italian regulations and construction practices for three different post-WWII periods, up to the 1990s. Additional key investigated parameters are the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::740e4473f952b22cbd195f5dc7df8982
https://hdl.handle.net/11588/900710
https://hdl.handle.net/11588/900710
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::08a8c7203ba2fda24c95fa6478a99185
https://doi.org/10.7712/120121.8871.19501
https://doi.org/10.7712/120121.8871.19501
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::a92b598bb829caef72a034231bc296f2
https://doi.org/10.3389/fbuil.2020.00038
https://doi.org/10.3389/fbuil.2020.00038
Autor:
Gabriele Fiorentino, Salvatore Sessa, Marco Terrenzi, Beatrice Belletti, C. Cantagallo, Edoardo M. Marino, Sergio Ruggieri, Enrico Spacone, Davide Lavorato, Giuseppina Uva, Michele Angiolilli, Francesca Barbagallo, Camillo Nuti, Gerardo M. Verderame, M. Di Domenico, Carmine Lima, Amedeo Gregori, R. Luciano, Guido Camata, Alessandro Vittorio Bergami, Francesca Vecchi, Aurelio Ghersi, Luciano Rosati, Enzo Martinelli, Paolo Ricci
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030237479
This paper reports on a collaborative activity developed as part of the DPC-ReLUIS Research Project, year 2017. It aims at comparing the results obtained by considering alternative options in the definition of the nonlinear FEM model employed in push
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70a76ca759d323d23ab9be90b6fe8ace
http://hdl.handle.net/11589/196040
http://hdl.handle.net/11589/196040
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::636be52a3d0d3f2e6ec1e84d6db7f107
https://doi.org/10.7712/120119.7107.18631
https://doi.org/10.7712/120119.7107.18631