{"id":14554,"date":"2018-03-09T09:01:18","date_gmt":"2018-03-09T09:01:18","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estructura-anelastica-de-coda-q-en-la-peninsula-iberica\/"},"modified":"2018-03-09T09:01:18","modified_gmt":"2018-03-09T09:01:18","slug":"estructura-anelastica-de-coda-q-en-la-peninsula-iberica","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/estructura-anelastica-de-coda-q-en-la-peninsula-iberica\/","title":{"rendered":"Estructura anelastica de coda-q en la peninsula iberica"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jos\u00e9 Ram\u00f3n Gonz\u00e1lez Drigo <\/strong><\/h2>\n<p>Se analiza la estructura anel\u00e1stica de la peninsula iberica a partir de ondas de coda correspondientes a 935 sismogramas registrados en 27 estaciones del ign. La banda de frecuencias utilizadas 1-10 hz. Los resultados con menor dispersion se han obtenido en la banda frecuencial 6.0-8.0 hz y se ha usado para realizar mapas de iso -q7hz tres regiones analizadas, sur, noroeste y noreste. Los mapas de iso-q a 7 hz han permitido detectar anomalias de qc que estan relacionadas con caracteristicas geotectonicas de cada region. Se obtienen valores de qc relativamente bajos en las tres regiones estudiadas. Estos valores son ligeramente mas altos en la zona noroeste y mas bajos en la zona sur.  el analisis de la dependencia frecuencias de acuerdo a la ley q=q0.F v arroja valores de q c0 bajos y exponentes v altos. Se advierte que la ley de dependecnia frecuencial utilizada, y normalmente empleada para analizar la variacion de los parametros de atenuaci\u00f3n inel\u00e1stica y dispersiva, resulta no ser adecuada cuando se analiza una banda frecuencial amplia.  se ha analizado la variaci\u00f3n temporal de los parametros de atenuaci\u00f3n. la ocurrecia de dos sismos de intensidad vii, uno en el sur y otro en el noroeste peninsular, ha permitido analizar esta variaci\u00f3n temporal. Los resultados apuntan variaciones de qc antes y despues del sismo principal.  la aplicaci\u00f3n sistematica del metodo de ventanas temporales multiples que tiene en cuenta la dispersion multiple y permite separar la atenuacion intrinseca y dispersiva, ha permitido confirar aspectos tradicionalmente aceptados y avanzar en otros en los que existe una controversia importante como son, la relaci\u00f3n entre la q de coda y la q total, intrinseca y dispersiva, y la dependencia frecuencial de todas ellas. Los resultados obtenidos con este analisis permiten afirmar que la atenuacion intrinseca domina sobre la dispersiva para altas frecuencias en todaslas regiones analizadas. En la peninsula iberica,<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estructura anelastica de coda-q en la peninsula iberica<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estructura anelastica de coda-q en la peninsula iberica <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jos\u00e9 Ram\u00f3n Gonz\u00e1lez Drigo <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de catalunya<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 14\/12\/2001<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3>Direcci\u00f3n y tribunal<\/h3>\n<ul>\n<li><strong>Director de la tesis<\/strong>\n<ul>\n<li>Luis Gonzaga Pujades Beneit<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: antoni Copreig blanchar <\/li>\n<li>horia alejandro Barbat barbat (vocal)<\/li>\n<li>Francisco de asis Vidal sanchez (vocal)<\/li>\n<li>antoni Roca adrover (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jos\u00e9 Ram\u00f3n Gonz\u00e1lez Drigo Se analiza la estructura anel\u00e1stica de la peninsula iberica a partir de ondas [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center 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