Zobrazeno 1 - 10
of 54
pro vyhledávání: '"Aurelio Ghersi"'
Publikováno v:
Procedia Structural Integrity. 44:363-370
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031038105
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::62c3bb6fdb5f5fa12fd9120d09c4ecfd
https://hdl.handle.net/20.500.11769/545215
https://hdl.handle.net/20.500.11769/545215
Publikováno v:
Open Construction and Building Technology Journal, Vol 13, Iss 1, Pp 12-26 (2019)
Background:Structural members subjected to strong earthquakes undergo stiffness and strength degradation. To predict accurately the seismic behaviour of structures, nonlinear static methods of analysis have been developed in scientific literature. Ge
In the world, many existing buildings with RC framed structure are extremely vulnerable, as they were designed to sustain gravity loads only, or to resist seismic actions lower than those expected today. Since a complete renewal of the existing build
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::07ed6885424934e98bedf1526f460300
http://hdl.handle.net/20.500.11769/500373
http://hdl.handle.net/20.500.11769/500373
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
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:
Key Engineering Materials. 763:1105-1112
A design procedure for seismic retrofitting of eccentrically braced frames (EBFs) by rocking walls and viscous dampers is proposed. The design procedure is founded on the displacement-based approach. The top displacement capacity of the building is e
Publikováno v:
ce/papers. 1:3209-3218
Autor:
Melina Bosco, Edoardo M. Marino, Francesca Barbagallo, Pier Paolo Rossi, Aurelio Ghersi, F. Neri
Publikováno v:
AIP Conference Proceedings.