Geodynamics and Neotectonics of the Cordillera Septentrional and Samaná Peninsula, Dominican Republic: implications for seismotectonics and seismic hazard assessment

Javier  Escuder Viruete; Yésica Pérez; Ángela Suárez Rodríguez; Jesús  García Senz; María Betania Roque; María Calzadilla

doi:10.21701/bolgeomin.132.4.005

Autores/as

Javier Escuder Viruete Instituto Geológico y Minero de España
Yésica Pérez Servicio Geológico Nacional
Ángela Suárez Rodríguez Instituto Geológico y Minero de España
Jesús García Senz Instituto Geológico y Minero de España
María Betania Roque Servicio Geológico Nacional
María Calzadilla Servicio Geológico Nacional

DOI:

https://doi.org/10.21701/bolgeomin.132.4.005

Palabras clave:

geodinámica, neotectónica, Placa de Caribe, sismotectónica, zonas de falla

Resumen

La República Dominicana está expuesta a una elevada amenaza sísmica debido a su localización geodinámica entre dos márgenes activos de convergencia oblicua. Los nuevos datos geodinámicos, neotectónicos y sismotectónicos de la Cordillera Septentrional y Península de Samaná, así como del área submarina de la microplaca Septentrional, han permitido localizar las principales zonas de falla sismotectónicas. La información estructural, estratigráfica y morfotectónica obtenida de las zonas de falla a diversas escalas ha permitido interpretar su cinemática y su consistencia con el tensor de esfuerzos regional deducido mediante métodos dinámicos inversos. Esta información, complementada con el registro de sismicidad histórica e instrumental, velocidades de desplazamiento y parámetros sísmicos de las zonas de falla han permitido evaluar la amenaza sísmica de la zona estudiada.
El método utilizado para la evaluación de la amenaza sísmica es probabilístico y considera tres tipos de fuentes sísmicas: la zona de subducción, las principales zonas de falla de desgarre y las áreas situadas entre ellas. Este método permite calcular las iso-líneas de aceleración con una resolución de 0,05º y evalúa la probabilidad de excedencia de la máxima aceleración del terreno (PGA; Peak Ground Acceleration) del 10% en 50 años (equivalente a un periodo de retorno de 475 años). Las bandas de PGA resultantes se disponen subparalelas a la Zona de Falla de la Española Norte, la Septentrional, la del Camú y a los principales sistemas de falla de dirección ONO-ESE, detectándose un máximo de PGA hacia el SE de la zona modelizada. En consecuencia, las ciudades con menor riesgo sísmico son las situadas hacia el NO de la zona estudiada.

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