dor_id: 4132629

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650.#.4.x: Físico Matemáticas y Ciencias de la Tierra

336.#.#.b: article

336.#.#.3: Artículo de Investigación

336.#.#.a: Artículo

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351.#.#.b: Geofísica Internacional

351.#.#.a: Artículos

harvesting_group: RevistasUNAM

270.1.#.p: Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

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850.#.#.a: Universidad Nacional Autónoma de México

856.4.0.u: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/89/88

100.1.#.a: Córdoba-montiel, Francisco; Krishna Singh, Shri; Iglesias, Arturo; Pérez-campos, Xyoli; Sieron, K.

524.#.#.a: Córdoba-montiel, Francisco, et al. (2018). Estimation of ground motion in Xalapa, Veracruz, Mexico during the 19. Geofísica Internacional; Vol. 57 Núm. 2: Abril 1, 2018; 89-106. Recuperado de https://repositorio.unam.mx/contenidos/4132629

245.1.0.a: Estimation of ground motion in Xalapa, Veracruz, Mexico during the 19

502.#.#.c: Universidad Nacional Autónoma de México

561.1.#.a: Instituto de Geofísica, UNAM

264.#.0.c: 2018

264.#.1.c: 2018-04-01

653.#.#.a: Sismo de Xalapa de 1920; sismos intraplaca en Xalapa; efecto de sitio; peligro sísmico; 1920 Xalapa earthquake; intraslab earthquakes; site effects; seismic hazards

506.1.#.a: La titularidad de los derechos patrimoniales de esta obra pertenece a las instituciones editoras. Su uso se rige por una licencia Creative Commons BY-NC-SA 4.0 Internacional, https://creativecommons.org/licenses/by-nc-sa/4.0/legalcode.es, para un uso diferente consultar al responsable jurídico del repositorio por medio del correo electrónico revistagi@igeofisica.unam.mx

884.#.#.k: http://revistagi.geofisica.unam.mx/index.php/RGI/article/view/89

001.#.#.#: 063.oai:revistagi.geofisica.unam.mx:article/89

041.#.7.h: spa

520.3.#.a: Ground motions in Xalapa, Veracruz, Mexico, during the earthquake of January 4, 1920 (M~6.4), and three significant intraslab earthquakes (Mw7.0) of the last century were estimated. These events are reasonable scenario earthquakes for Xalapa. Towards this goal, portable broadband seismographs at nine sites in the city and an additional one at a reference hard site outside the city were deployed. Peak ground acceleration (Amax) and peak ground velocity (Amax) in Xalapa were estimated based on Brune w-2 source model and the site effect, obtained from earthquake recordings by using the standard spectral ratio (SSR) technique, and the application of a stochastic method. During the 1920 Xalapa earthquake the estimated Amax corresponding to a stress drop, Ds, of 50 bar are between 100 and 250 cm/s2, except at two sites where the site effect is very large and Amax values reach 300 and 600 cm/s2. Estimated Vmax values are between 10 and 20 cm/s, except at the site with the largest site effect where it is ~ 40 cm/s. Ds of 30 and 100 bar produce about half and twice of these peak values, respectively. The main uncertainty in the present estimations is due the Ds value, because although a range of 30 to 100 bar for crustal earthquakes in the Trans-Mexican Volcanic Belt (in which Xalapa is located) seems reasonable, it is not constrained by the data. The mean stress drop for intraslab events, ~ 300 bar, is better constrained from previous studies. A median Amax of ~ 30 cm/s2 and a median Vmax of 4 cm/s in Xalapa during the 1973 (Orizaba) and 1999 (Tehuacán) earthquakes was estimated; the corresponding values during the 1980 (Huajuapan) earthquake are ~ 10 cm/s2 and 2 cm/s. The uncertainty in the estimation is probably within a factor of 2 to 3. The ground motion prediction equations developed from data in the forearc region with less attenuation (than the backarc region) and recorded at hard sites appear to work reasonably well for Xalapa sites, which lie in the back arc. This observation suggests that the seismic waves from intraslab earthquakes, traveling through the mantle wedge before arriving Xalapa, suffer relatively large attenuation. However, these waves get amplified due to local site effects. It seems that in Xalapa these two effects, roughly, balance each other. doi: https://doi.org/10.22201/igeof.00167169p.2018.57.2.2039                      

773.1.#.t: Geofísica Internacional; Vol. 57 Núm. 2: Abril 1, 2018; 89-106

773.1.#.o: http://revistagi.geofisica.unam.mx/index.php/RGI

022.#.#.a: ISSN-L: 2954-436X; ISSN impreso: 0016-7169

310.#.#.a: Trimestral

300.#.#.a: Páginas: 89-106

264.#.1.b: Instituto de Geofísica, UNAM

doi: https://doi.org/10.22201/igeof.00167169p.2018.57.2.2039

handle: 070e5ea6fa7e47d5

harvesting_date: 2023-06-20 16:00:00.0

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file_modification_date: 2022-04-08 13:47:21.0

file_creator: Córdoba-Montiel F.

file_name: 3fc214e8436e6b21851da821e6ec516abefc43857529cb99c3b22348e8939825.pdf

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245.1.0.b: Estimation of ground motion in Xalapa, Veracruz, Mexico during the 1920 (M~6.4) crustal earthquake, and some significant intraslab earthquakes of the last century

last_modified: 2023-06-20 16:00:00

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Artículo

Estimation of ground motion in Xalapa, Veracruz, Mexico during the 19

Córdoba-montiel, Francisco; Krishna Singh, Shri; Iglesias, Arturo; Pérez-campos, Xyoli; Sieron, K.

Instituto de Geofísica, UNAM, publicado en Geofísica Internacional, y cosechado de Revistas UNAM

Licencia de uso

Procedencia del contenido

Entidad o dependencia
Instituto de Geofísica, UNAM
Revista
Repositorio
Contacto
Revistas UNAM. Dirección General de Publicaciones y Fomento Editorial, UNAM en revistas@unam.mx

Cita

Córdoba-montiel, Francisco, et al. (2018). Estimation of ground motion in Xalapa, Veracruz, Mexico during the 19. Geofísica Internacional; Vol. 57 Núm. 2: Abril 1, 2018; 89-106. Recuperado de https://repositorio.unam.mx/contenidos/4132629

Descripción del recurso

Autor(es)
Córdoba-montiel, Francisco; Krishna Singh, Shri; Iglesias, Arturo; Pérez-campos, Xyoli; Sieron, K.
Tipo
Artículo de Investigación
Área del conocimiento
Físico Matemáticas y Ciencias de la Tierra
Título
Estimation of ground motion in Xalapa, Veracruz, Mexico during the 19
Fecha
2018-04-01
Resumen
Ground motions in Xalapa, Veracruz, Mexico, during the earthquake of January 4, 1920 (M~6.4), and three significant intraslab earthquakes (Mw7.0) of the last century were estimated. These events are reasonable scenario earthquakes for Xalapa. Towards this goal, portable broadband seismographs at nine sites in the city and an additional one at a reference hard site outside the city were deployed. Peak ground acceleration (Amax) and peak ground velocity (Amax) in Xalapa were estimated based on Brune w-2 source model and the site effect, obtained from earthquake recordings by using the standard spectral ratio (SSR) technique, and the application of a stochastic method. During the 1920 Xalapa earthquake the estimated Amax corresponding to a stress drop, Ds, of 50 bar are between 100 and 250 cm/s2, except at two sites where the site effect is very large and Amax values reach 300 and 600 cm/s2. Estimated Vmax values are between 10 and 20 cm/s, except at the site with the largest site effect where it is ~ 40 cm/s. Ds of 30 and 100 bar produce about half and twice of these peak values, respectively. The main uncertainty in the present estimations is due the Ds value, because although a range of 30 to 100 bar for crustal earthquakes in the Trans-Mexican Volcanic Belt (in which Xalapa is located) seems reasonable, it is not constrained by the data. The mean stress drop for intraslab events, ~ 300 bar, is better constrained from previous studies. A median Amax of ~ 30 cm/s2 and a median Vmax of 4 cm/s in Xalapa during the 1973 (Orizaba) and 1999 (Tehuacán) earthquakes was estimated; the corresponding values during the 1980 (Huajuapan) earthquake are ~ 10 cm/s2 and 2 cm/s. The uncertainty in the estimation is probably within a factor of 2 to 3. The ground motion prediction equations developed from data in the forearc region with less attenuation (than the backarc region) and recorded at hard sites appear to work reasonably well for Xalapa sites, which lie in the back arc. This observation suggests that the seismic waves from intraslab earthquakes, traveling through the mantle wedge before arriving Xalapa, suffer relatively large attenuation. However, these waves get amplified due to local site effects. It seems that in Xalapa these two effects, roughly, balance each other. doi: https://doi.org/10.22201/igeof.00167169p.2018.57.2.2039                      
Tema
Sismo de Xalapa de 1920; sismos intraplaca en Xalapa; efecto de sitio; peligro sísmico; 1920 Xalapa earthquake; intraslab earthquakes; site effects; seismic hazards
Idioma
spa
ISSN
ISSN-L: 2954-436X; ISSN impreso: 0016-7169

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