Earthquake Microzoning 2002
DOI: 10.1007/978-3-0348-8177-7_12
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Surface Soil Effects Study Using Short-period Microtremor Observations in Almería City, Southern Spain

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Cited by 11 publications
(18 citation statements)
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“…At all sites, variation in amplitude level of the noise H/V spectral ratio is present. Such a variation also has been observed by other researchers (e.g., TEVES-COSTA et al 1996;NAVARRO et al 2001;ALFARO et al 2001). Furthermore, for the majority of the sites the amplitude level of the fundamental frequency during the morning time period is smaller than for the night-time period.…”
Section: Diurnal Variation Of the H/v Spectral Ratio Of Ambient Noisesupporting
confidence: 62%
“…At all sites, variation in amplitude level of the noise H/V spectral ratio is present. Such a variation also has been observed by other researchers (e.g., TEVES-COSTA et al 1996;NAVARRO et al 2001;ALFARO et al 2001). Furthermore, for the majority of the sites the amplitude level of the fundamental frequency during the morning time period is smaller than for the night-time period.…”
Section: Diurnal Variation Of the H/v Spectral Ratio Of Ambient Noisesupporting
confidence: 62%
“…Several studies show the relationship between the velocity structure beneath the recording site and the dominant frequency obtained from HVSR analysis (see for example NAVARRO et al, 2001). As a first-order approximation, we can apply a simple formula that relates the fundamental frequency to the thickness and seismic velocity of a medium composed of a single layer over a half-space:…”
Section: Discussionmentioning
confidence: 99%
“…A new grouping of soils in 32 classes was made later mainly through geological (lithology, genesis and age) and seismic-geotechnical criteria (hardness/compactness, shear wave velocity, tectonization, saturation, neotectonics and thickness) as well as considering the results of recent research conducted in Andalusian urban areas (e.g. Navarro et al 2001Navarro et al , 2007Alcalá-García et al 2002;Al Yuncha et al 2004;García-Jerez et al 2006). Then, those groups were classified considering their dynamic behaviour according to the average shear-wave velocity in the upper 30 m of soil, V 30 S .…”
Section: Geotechnical Classification and Amplification Factorsmentioning
confidence: 99%