Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Stefania Degli Abbati a"'
Publikováno v:
Buildings, Vol 11, Iss 7, p 269 (2021)
This study investigated seismic assessments of the Podestà Palace in Mantua (Italy). This masonry palace has a complex geometrical configuration that resulted from the addition of various units stratified over centuries. This feature makes seismic a
Externí odkaz:
https://doaj.org/article/36c2844c9b9a460b948862a8d309cc21
Publikováno v:
Bulletin of Earthquake Engineering. 20:2187-2217
This paper presents the comparison of the results of modal and nonlinear analyses carried out on a 2-story masonry building with rigid diaphragms, inspired by the Pizzoli’s town hall (AQ, Italy). The case study is one of the Benchmark Structures (l
Analytical expressions for the floor spectra evaluation play a key role in the correct definition of the seismic input induced to non-structural elements or local mechanisms in existing buildings. They have to be able properly assessing the possible
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0784444fde2b5405b9084d540ec2fabe
https://doi.org/10.21203/rs.3.rs-1362727/v1
https://doi.org/10.21203/rs.3.rs-1362727/v1
Publikováno v:
Buildings, Vol 11, Iss 269, p 269 (2021)
Buildings; Volume 11; Issue 7; Pages: 269
Buildings; Volume 11; Issue 7; Pages: 269
This study investigated seismic assessments of the Podestà Palace in Mantua (Italy). This masonry palace has a complex geometrical configuration that resulted from the addition of various units stratified over centuries. This feature makes seismic a
Autor:
Giovanni Castellazzi, Daria Ottonelli, Serena Cattari, Antonio Maria D'Altri, Sergio Lagomarsino, Stefania Degli Abbati, Stefano de Miranda
Publikováno v:
Computers & Structures. 213:51-71
The damage occurred due to past earthquakes highlighted that the seismic behavior of historic masonry structures characterized by an aggregation of units with an own seismic behavior (e.g. palaces, fortresses, castles, etc.) is strongly affected by t
Autor:
Corrado Marano, Stefania Degli Abbati, Carlo Filippo Manzini, Daria Ottonelli, Emilia Angela Cordasco
The paper presents the comparison of the results of non-linear static analyses performed with different software based on the equivalent frame (EF) modelling approach on a simple two-story unreinforced masonry building with rigid diaphragms. This stu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a3333d0dfc545aeb8e78db2c9c4490d
http://hdl.handle.net/11567/1054435
http://hdl.handle.net/11567/1054435
The paper describes the derivation of fragility curves useful for the seismic risk analyses of existing unreinforced masonry buildings inserted in aggregate. The L-shaped examined aggregate consists of three adjacent structural units that may mutuall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d342d849e2c0bc953d587ecb19c871b
https://hdl.handle.net/11567/1074782
https://hdl.handle.net/11567/1074782
Autor:
Serena Cattari a, Daria Ottonelli a, Stefania Degli Abbati a, Guido Magenes b, Carlo Filippo Manzini c, Paolo Morandi b, Enrico Spacone d, Guido Camata d, Corrado Marano d, Ivo Caliò e, Bartolomeo Pantò e, Francesco Cannizzaro e, Giuseppe Occhipinti f, Bruno Calderoni g, Emilia Angela Cordasco g, Stefano de Miranda h, Giovanni Castellazzi h, Antonio Maria D'Altri h, Anna Saetta i, Diego Talledo i, Luisa Berto i
Publikováno v:
XVIII ANIDIS Ascoli Piceno 2019, 15-19/09/2019
info:cnr-pdr/source/autori:Serena Cattari a, Daria Ottonelli a, Stefania Degli Abbati a, Guido Magenes b, Carlo Filippo Manzini c, Paolo Morandi b, Enrico Spacone d, Guido Camata d, Corrado Marano d, Ivo Caliò e, Bartolomeo Pantò e, Francesco Cannizzaro e, Giuseppe Occhipinti f, Bruno Calderoni g, Emilia Angela Cordasco g, Stefano de Miranda h, Giovanni Castellazzi h, Antonio Maria D'Altri h, Anna Saetta i, Diego Talledo i, Luisa Berto i/congresso_nome:XVIII ANIDIS Ascoli Piceno 2019/congresso_luogo:/congresso_data:15-19%2F09%2F2019/anno:2019/pagina_da:/pagina_a:/intervallo_pagine
info:cnr-pdr/source/autori:Serena Cattari a, Daria Ottonelli a, Stefania Degli Abbati a, Guido Magenes b, Carlo Filippo Manzini c, Paolo Morandi b, Enrico Spacone d, Guido Camata d, Corrado Marano d, Ivo Caliò e, Bartolomeo Pantò e, Francesco Cannizzaro e, Giuseppe Occhipinti f, Bruno Calderoni g, Emilia Angela Cordasco g, Stefano de Miranda h, Giovanni Castellazzi h, Antonio Maria D'Altri h, Anna Saetta i, Diego Talledo i, Luisa Berto i/congresso_nome:XVIII ANIDIS Ascoli Piceno 2019/congresso_luogo:/congresso_data:15-19%2F09%2F2019/anno:2019/pagina_da:/pagina_a:/intervallo_pagine
L'articolo presenta il confronto dei risultati ottenuti su un edificio in muratura da analisi statiche nonlineari utilizzando diversi software, disponibili anche a livello professionale, che operano nell'ambito di vari approcci di modellazione. La st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2d5d5f54d55d87bfbe9e423305bae3f5
https://hdl.handle.net/11567/1082984
https://hdl.handle.net/11567/1082984
Autor:
Stefano Bracchi, Andrea Penna, Guido Magenes, Maria Rota, Salvatore Marino, Serena Cattari, Sergio Lagomarsino, Stefania Degli Abbati, M. Mandirola
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).