HVSR estimation of site effects in Melilla (Spain) and the damage pattern from the 01/25/2016 Mw 6.3 Alborán Sea earthquake |
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| Authors: | Carlos López Casado Jesús Garrido José Delgado José Antonio Peláez Jesús Henares |
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| Institution: | 1.Dpt.de Física Teórica y del Cosmos, Facultad de Ciencias,Universidad de Granada,Granada,Spain;2.Dpt. de Ingeniería Civil, E.T.S. Ingeniería de Caminos, Canales y Puertos,Universidad de Granada,Granada,Spain;3.Dpt. de Ciencias de la Tierra y del Medio Ambiente,Universidad de Alicante,Alicante,Spain;4.Dpt. de Física,Universidad de Jaén,Jaén,Spain |
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| Abstract: | The January 25, 2016, Mw 6.3 Alborán Sea earthquake shook the autonomous city of Melilla (Spain) with a macro-seismic intensity of VI (EMS-98). In spite of this low intensity, significant non-structural damages were reported, whose cost was estimated in more than 13 million euros. The damages were concentrated in the modernist district, which is considered the most important and valuable part of the city. This scenario is not new in Melilla, since historical and instrumental seismicity studies based on intensities felt in Melilla have revealed that earthquakes with intensities of V–VI have a return period of approximately 25 years. However, seismic microzonation studies have not been carried out so far. In this paper, we present a seismic microzonation study based on seismic noise measurements and the foreshock, mainshock and aftershock records of the January 25, 2016, earthquake. The seismic signals were processed using the horizontal-to-vertical spectral ratio (HVSR) technique. The frequency amplification results were correlated with geological formations, and after that they were correlated with the distribution of damages. The lagoon and the recent alluvial deposits show the maximum number of damaged buildings and maximum frequency amplifications of 2–8 between 2 and 7 Hz. In the coastal deposits, some amplification in the same frequency range has been observed, but other formations show a minimum number of damaged buildings and a flat spectral response ratio. Two important factors in this damage pattern are the high vulnerability of ornamental facades characteristics (non-structural elements) of the modern architecture buildings and their location on the lagoon and the recent alluvial deposits where maximum site amplification is reached. |
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