Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Roberto Baraschino"'
Autor:
Iunio Iervolino, Roberto Baraschino, Andrea Belleri, Donatello Cardone, Gaetano Della Corte, Paolo Franchin, Sergio Lagomarsino, Gennaro Magliulo, Andrea Marchi, Andrea Penna, Luciano R.S. Viggiani, Alessandro Zona
Publikováno v:
Journal of Earthquake Engineering. :1-34
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b7e138fe0b6d542d0ee7cf986c4d5c08
https://doi.org/10.1080/13632469.2023.2167889
https://doi.org/10.1080/13632469.2023.2167889
Publikováno v:
Procedia Structural Integrity. 44:75-82
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c755e2cb64d5a349f5efd65fc819c38d
https://doi.org/10.1016/j.prostr.2023.01.011
https://doi.org/10.1016/j.prostr.2023.01.011
Autor:
Georgios Baltzopoulos, Roberto Baraschino, Eugenio Chioccarelli, Pasquale Cito, Antonio Vitale, Iunio Iervolino
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccd22a9d1a9eecb139e15ada46d35406
https://doi.org/10.1002/eqe.3939
https://doi.org/10.1002/eqe.3939
Publikováno v:
Journal of Earthquake Engineering. 26:6918-6942
Eurocode 8 (EC8) allows the use of dynamic analysis for the design and assessment of structures and provides some constraints for the selection of acceleration time-histories as seismic input. However, when it comes to the selection of two-horizontal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d40d28a575a04e6aaeb3117f07cc689
https://doi.org/10.1080/13632469.2021.1961941
https://doi.org/10.1080/13632469.2021.1961941
Publikováno v:
Proceedings of the 31st European Safety and Reliability Conference (ESREL 2021).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2e0a5c79e97153982797e5b4e467517f
https://doi.org/10.3850/978-981-18-2016-8_712-cd
https://doi.org/10.3850/978-981-18-2016-8_712-cd
Analytical methods in performance-based earthquake engineering (PBEE) typically employ suites of ground motion records to run dynamic analysis of a structure's computer model. The sample size of ground motions used in this context, affects the estima
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6077fee5e1c1fe3c6c328ccc1c44146a
http://hdl.handle.net/11588/822531
http://hdl.handle.net/11588/822531
Le moderne normative sismiche come l’Eurocodice 8 (EC8) o le Norme Tecniche per le Costruzioni (NTC), consentono la verifica del progetto strutturale tramite analisi dinamiche, utilizzando modelli tridimensionali delle strutture, sollecitate da due
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3730::d5e22c45f1a48a2787c8a7c9099992bd
http://hdl.handle.net/11588/759888
http://hdl.handle.net/11588/759888
Publikováno v:
Earthquake Engineering & Structural Dynamics
Response-history non-linear dynamic analysis is an analytical tool that often sees use in risk-oriented earthquake engineering applications. In the context of performance-based earthquake engineering, dynamic analysis serves to obtain a probabilistic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1c1e99edf8dff107b28293c6badab0d
https://doi.org/10.1002/eqe.3145
https://doi.org/10.1002/eqe.3145
Publikováno v:
Engineering Structures
Non-linear dynamic response of SDOF systems enjoys widespread application in earthquake engineering, sometimes as a testing ground for cumbersome analytical procedures, but often as a direct proxy of first-mode-dominated structures, within the family
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d0465bf8d0ae5143be9616b720fc04a2
Publikováno v:
Bulletin of earthquake engineering
(2017): 1–27. doi:10.1007/s10518-017-0145-3
info:cnr-pdr/source/autori:Baltzopoulos, Georgios; Baraschino, Roberto; Iervolino, Iunio; Vamvatsikos, Dimitrios/titolo:SPO2FRAG: software for seismic fragility assessment based on static pushover/doi:10.1007%2Fs10518-017-0145-3/rivista:Bulletin of earthquake engineering (Print)/anno:2017/pagina_da:1/pagina_a:27/intervallo_pagine:1–27/volume
(2017): 1–27. doi:10.1007/s10518-017-0145-3
info:cnr-pdr/source/autori:Baltzopoulos, Georgios; Baraschino, Roberto; Iervolino, Iunio; Vamvatsikos, Dimitrios/titolo:SPO2FRAG: software for seismic fragility assessment based on static pushover/doi:10.1007%2Fs10518-017-0145-3/rivista:Bulletin of earthquake engineering (Print)/anno:2017/pagina_da:1/pagina_a:27/intervallo_pagine:1–27/volume
SPO2FRAG (Static PushOver to FRAGility) is introduced, a MATLAB®-coded software tool for estimating structure-specific seismic fragility curves of buildings, using the results of static pushover analysis. The SPO2FRAG tool (available online at http:
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88e6ab692378dc30215b531b9a239159