Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Ali Rodríguez"'
Autor:
Omar Payán-Serrano, Edén Bojórquez, Julián Carrillo, Juan Bojórquez, Herian Leyva, Ali Rodríguez-Castellanos, Joel Carvajal, José Torres
Publikováno v:
AI, Vol 5, Iss 3, Pp 1496-1516 (2024)
The motivation for using artificial neural networks in this study stems from their computational efficiency and ability to model complex, high-level abstractions. Deep learning models were utilized to predict the structural responses of reinforced co
Externí odkaz:
https://doaj.org/article/a740617a7d8147a9acc0bea8e182cb4c
Autor:
Joel Carvajal, Edén Bojórquez, Sonia Ruiz, Juan Bojórquez, Alfredo Reyes-Salazar, Ali Rodríguez, Mauro Niño, Jorge Ruiz-García, Francisco López-Almansa, José Torres
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
In this study, with the objective to develop a reliability-based seismic design tool, ductility and dissipated hysteretic energy uniform annual failure rate (UAFR) spectra are obtained and compared using the spectral acceleration at first mode of vib
Externí odkaz:
https://doaj.org/article/294e3ec419e94ff9b9923e0a7ca24b6f
Autor:
Ali Rodríguez-Castellanos, Alfredo Reyes-Salazar, Sonia E. Ruiz, Miguel A. Orellana, Edén Bojórquez
Publikováno v:
Natural Hazards and Earth System Sciences, Vol 21, Pp 1445-1460 (2021)
For earthquake-resistant design, structural degradation is considered using traditional strength modification factors, which are obtained via the ratio of the nonlinear seismic response of degrading and non-degrading structural single-degree-of-freed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::683737e200b24247e3c0436d57537ff1
https://doi.org/10.5194/nhess-21-1445-2021
https://doi.org/10.5194/nhess-21-1445-2021
Publikováno v:
Journal of Earthquake Engineering. 26:6260-6283
A methodology based on probabilistic seismic risk analysis to estimate damping factors (Fmd) which modify the spectrum of elastic displacement with uniform annual exceedance rates (UAER), is propos...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b12807b9b1f091f801ce67858d51b3b2
https://doi.org/10.1080/13632469.2021.1913455
https://doi.org/10.1080/13632469.2021.1913455
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:309-328
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1e13408add407a0ee69999a6cfbb5a4
https://doi.org/10.1002/eqe.3331
https://doi.org/10.1002/eqe.3331
El análisis dinámico modal espectral es ampliamente utilizado en el diseño sísmico de edificaciones. Este tipo de análisis generalmente define la acción símica mediante un espectro de pseudoaceleraciones elástico, cuyas ordenadas pueden alter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3dc9ea06c077952c9fd482c412d442d3
https://doi.org/10.22201//iingen.9786073064965e.2022
https://doi.org/10.22201//iingen.9786073064965e.2022
Autor:
Javier Avilés, Alfredo Reyes-Salazar, Edén Bojórquez Mora, Ali Rodríguez, Sonia E. Ruiz Gómez
Publikováno v:
Universidad Nacional Autónoma de México
UNAM
Redalyc-UNAM
Revista de Ingeniería Sísmica (México) Num.96
UNAM
Redalyc-UNAM
Revista de Ingeniería Sísmica (México) Num.96
En este trabajo se evaluó en primer lugar la ductilidad cíclica en sistemas de un grado de libertad con comportamiento no lineal que representan estructuras sismo-resistentes considerando el efecto de las demandas acumuladas de deformación plásti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6cd657146a6d987046c6fe848198d299
https://www.redalyc.org/articulo.oa?id=61851598002
https://www.redalyc.org/articulo.oa?id=61851598002