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| Indexado |
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| DOI | 10.1080/13632469.2021.2001393 | ||||
| Año | 2023 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
Predictive models to estimate correlation coefficients between peak ground acceleration, peak ground velocity, and spectral acceleration residuals for Mexican intermediate-depth, intraslab earthquakes recorded on rock sites are presented in this study. The models were developed for the total, between-events, and within-event residuals using a recent ground-motion prediction equation (GMPE) and an updated ground-motion database. The results support the use of region- and mechanism-specific correlation models for the subduction intraslab zone of Mexico. An example of the application of the proposed correlation coefficient models consisting in evaluating a conditional mean spectrum (CMS), based on the Mexican seismic design normative, is presented.
| WOS |
|---|
| Engineering, Civil |
| Geosciences, Multidisciplinary |
| Engineering, Geological |
| Scopus |
|---|
| Civil And Structural Engineering |
| Building And Construction |
| Safety, Risk, Reliability And Quality |
| Geotechnical Engineering And Engineering Geology |
| SciELO |
|---|
| Sin Disciplinas |
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Jaimes, Miguel | Hombre |
Univ Nacl Autonoma Mexico - México
Universidad Nacional Autónoma de México - México |
| 2 | Candia, G. | Hombre |
Universidad del Desarrollo - Chile
Centro de Investigación para la Gestión Integrada del Riesgo de Desastres (CIGIDEN) - Chile |
| 3 | Lopez-Castaneda, Alheli S. | - |
Univ Nacl Autonoma Mexico - México
Universidad Nacional Autónoma de México - México |
| 4 | Macedo, Jorge | Hombre |
Georgia Inst Technol - Estados Unidos
Georgia Institute of Technology - Estados Unidos |
| Fuente |
|---|
| CIGIDEN |
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| Universidad del Desarrollo |
| National Research Center for Integrated Natural Disaster Management |
| National Research Center for Integrated Natural Disaster Management (CIGIDEN) |
| Instituto de Ingenieria at UNAM |
| Facultad de Ingenieria Civil at Universidad del Desarrollo |
| ANID/FONDECYT "Seismic Risk of Mined Tunnels" |
| Proyect "Estudio de riesgo sismico de edificios existentes denominados de planta baja debil con un sistema rotacional" |
| Instituto de Ingenieria at UNAM through the Research Fund |
| Instituto de Ingeniería, Universidad Nacional Autónoma de México |
| UNAM Institute of Engineering |
| UNAM Institute of Geophysics |
| Jaimes and García-Soto |
| Agradecimiento |
|---|
| The studies by Garcia et al. (2005) and Garcia (2006), as well as those by Hong, Garcia-Soto, and Gomez (2010), Arroyo et al. (2010), and Garcia-Soto, Hong, and Gomez (2012), and a recent study by Jaimes and Garcia-Soto (2020), are part of the references from which the ground-motion data were selected. Also, strong-motion data from 2005 to 2019 were obtained from the catalogues provided by UNAM Institute of Engineering (II-UNAM 2020) and UNAM Institute of Geophysics (Geofisica-UNAM 2020). This research was financially supported by Instituto de Ingenieria at UNAM through the Research Fund R528. Additional support was sponsored by the Proyect IN102021 "Estudio de riesgo sismico de edificios existentes denominados de planta baja debil con un sistema rotacional". Dr. Candia received financial support from ANID/FONDECYT Grant 11180937 "Seismic Risk of Mined Tunnels" and the National Research Center for Integrated Natural Disaster Management (CIGIDEN) ANID/FONDAP/15110017, and Facultad de Ingenieria Civil at Universidad del Desarrollo. |
| The studies by García et al. () and García (), as well as those by Hong, García-Soto, and Gómez (), Arroyo et al. (), and García-Soto, Hong, and Gómez (), and a recent study by Jaimes and García-Soto (), are part of the references from which the ground-motion data were selected. Also, strong-motion data from 2005 to 2019 were obtained from the catalogues provided by UNAM Institute of Engineering (II-UNAM ) and UNAM Institute of Geophysics (Geofísica-UNAM ). This research was financially supported by Instituto de Ingeniería at UNAM through the Research Fund R528. Additional support was sponsored by the Proyect IN102021 ”Estudio de riesgo sísmico de edificios existentes denominados de planta baja débil con un sistema rotacional”. Dr. Candia received financial support from ANID/FONDECYT Grant 11180937 “Seismic Risk of Mined Tunnels” and the National Research Center for Integrated Natural Disaster Management (CIGIDEN) ANID/FONDAP/15110017, and Facultad de Ingeniería Civil at Universidad del Desarrollo. |