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Ground Motion Correlations from Recorded Mexican Intermediate-depth, Intraslab Earthquakes
Indexado
WoS WOS:000727175600001
Scopus SCOPUS_ID:85121321572
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


Abstract



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.

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Disciplinas de Investigación



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

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Publicaciones WoS (Ediciones: ISSHP, ISTP, AHCI, SSCI, SCI), Scopus, SciELO Chile.

Colaboración Institucional



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Autores - Afiliación



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

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Financiamiento



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

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Agradecimientos



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.

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