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Seismic Hazard and Ground Motion Characterization at the Itoiz Dam (Northern Spain) |
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| Authors: | A Rivas-Medina M A Santoyo F Luzón B Benito J M Gaspar-Escribano A García-Jerez |
| Institution: | 1. Geodesia y Cartografía, Campus Sur UPM, Universidad Politécnica de Madrid, ETSI Topografia, Ctra. de Valencia, km 7.5, 28031, Madrid, Spain 2. Departamento de Ciencias de la Tierra, Astronomía y Astrofísica I (Geofísica y Meteorología). Facultad de Ciencias Físicas, Universidad Complutense de Madrid, Plaza de Ciencias s/n, 28040, Madrid, Spain 3. Departamento de Física Aplicada, Universidad de Almería, Ca?ada de San Urbano s/n, 04120, Almería, Spain |
| Abstract: | This paper presents a new hazard-consistent ground motion characterization of the Itoiz dam site, located in Northern Spain. Firstly, we propose a methodology with different approximation levels to the expected ground motion at the dam site. Secondly, we apply this methodology taking into account the particular characteristics of the site and of the dam. Hazard calculations were performed following the Probabilistic Seismic Hazard Assessment method using a logic tree, which accounts for different seismic source zonings and different ground-motion attenuation relationships. The study was done in terms of peak ground acceleration and several spectral accelerations of periods coinciding with the fundamental vibration periods of the dam. In order to estimate these ground motions we consider two different dam conditions: when the dam is empty (T?=?0.1?s) and when it is filled with water to its maximum capacity (T?=?0.22?s). Additionally, seismic hazard analysis is done for two return periods: 975?years, related to the project earthquake, and 4,975?years, identified with an extreme event. Soil conditions were also taken into account at the site of the dam. Through the proposed methodology we deal with different forms of characterizing ground motion at the study site. In a first step, we obtain the uniform hazard response spectra for the two return periods. In a second step, a disaggregation analysis is done in order to obtain the controlling earthquakes that can affect the dam. Subsequently, we characterize the ground motion at the dam site in terms of specific response spectra for target motions defined by the expected values SA (T) of T?=?0.1 and 0.22?s for the return periods of 975 and 4,975?years, respectively. Finally, synthetic acceleration time histories for earthquake events matching the controlling parameters are generated using the discrete wave-number method and subsequently analyzed. Because of the short relative distances between the controlling earthquakes and the dam site we considered finite sources in these computations. We conclude that directivity effects should be taken into account as an important variable in this kind of studies for ground motion characteristics. |
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