{"id":350,"date":"2013-12-11T10:51:05","date_gmt":"2013-12-11T09:51:05","guid":{"rendered":"http:\/\/blog.uclm.es\/mariacarmencastillo\/?page_id=16"},"modified":"2013-12-11T10:51:05","modified_gmt":"2013-12-11T09:51:05","slug":"publicaciones-2","status":"publish","type":"page","link":"https:\/\/blog.uclm.es\/mariacarmencastillo\/publicaciones-2\/","title":{"rendered":"Publicaciones"},"content":{"rendered":"<div class=\"WordSection1\">\n<h1 style='margin-left:36.0pt;text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><span style='font-size:12.0pt;font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span><\/span><span style='font-size:12.0pt;font-weight:normal'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\">Alises, A., Molina,<br \/>\nR., G\u00f3mez, R., Pery, P. and Castillo, C. (2013). <i>Overtopping Hazards to port activities. <span class=\"GramE\">Application<br \/>\nof a new methodology to risk management (<span class=\"SpellE\">POrt<\/span> Risk <span class=\"SpellE\">MAnagement<\/span> Tool)<span style='font-style:normal'>.<\/span><\/span><\/i><br \/>\n<span class=\"GramE\">Reliability Engineering &amp; System Safety.<\/span> <\/span>Aceptado<\/a><\/span><\/h1>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>G\u00f3mez, R., Molina, R., Castillo, E. and<br \/>\nCastillo, C. (2013). <i><span lang=\"EN-US\">Wave analysis using <span class=\"SpellE\">rainflow<\/span><br \/>\ninformation<\/span><\/i><span lang=\"EN-US\">. IEEE Journal<br \/>\nof Oceanic Engineering Vol. 38-1, pp 12-24<span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, C., Castillo, E., Fern\u00e1ndez-<span class=\"SpellE\">Canteli<\/span>, A., Molina, R. and <span>\u00a0<\/span>G\u00f3mez, R. (2012). <i><span lang=\"EN-US\">Stochastic model for<br \/>\ndamage accumulation in rubble-mound breakwaters based on compatibility<br \/>\nconditions and the central limit theorem<\/span><\/i><span lang=\"EN-US\">. <span>\u00a0<\/span>Journal of Waterways, Port, Coastal and Ocean<br \/>\nEngineering Vol. 138-6, pp 451-463<span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., M\u00ednguez, R., Castillo, C. and <span class=\"SpellE\">Hadi<\/span>, A. S. (2012). <i><span lang=\"EN-US\">Improving parameter estimation using<br \/>\nconstrained optimization methods<\/span><\/i><span lang=\"EN-US\">. Journal of Statistical Computation and Simulation Vol. 82-10,<br \/>\npp1471-1499<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, C., Castillo, E., Fern\u00e1ndez-<span class=\"SpellE\">Canteli<\/span>, A., G\u00f3mez, R. and Molina, R. (2012). <i><span lang=\"EN-US\">Rainflow Analysis in Coastal Engineering using Switching Second Order<br \/>\nMarkov Models<\/span><\/i><span lang=\"EN-US\">. <\/span><span class=\"SpellE\">Applied<\/span> <span class=\"SpellE\">Mathematical<\/span> <span class=\"SpellE\">Modelling<\/span> 36, pp4286-4303 <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, C., Fern\u00e1ndez-<span class=\"SpellE\">Canteli<\/span>,<br \/>\nA., Castillo, E. and Pinto, H. (2010). <i><span lang=\"EN-US\">Building models for crack<br \/>\npropagation under fatigue loads: Application to macrocrack growth<\/span><\/i><span lang=\"EN-US\">. Fatigue and fracture Engineering<br \/>\nMaterials and Structures 33-10,619-632. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Fern\u00e1ndez-<span class=\"SpellE\">Canteli<\/span>,<br \/>\nA., Castillo, C., and Mozos, C. (2010). <i><span lang=\"EN-US\">A new probabilistic model for crack<br \/>\npropagation under fatigue loads and its connection with <span class=\"GramE\">Whole<\/span>r<br \/>\nfields<\/span><\/i><span lang=\"EN-US\">. <\/span>International<br \/>\n<span class=\"SpellE\">Journal<\/span> of Fatigue 32-4,744-753. <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"ES\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Castillo, C., <span class=\"SpellE\">Hadi<\/span>,<br \/>\nA. S. and <span class=\"SpellE\">Sarabia<\/span>, J. M. (2008). <i>Local sensitivity analysis in estimation problems<\/i>. Journal of Computational<br \/>\nand Graphical Statistics 17-3,703-725. <span lang=\"ES\"><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"ES\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Castillo, C., <span class=\"SpellE\">Hadi<\/span>,<br \/>\nA. S. and <span class=\"SpellE\">M\u00ednguez<\/span>, R. (2008). <i>Duality and local sensitivity analysis in least squares, <span class=\"GramE\">minimax<\/span>, and least absolute value regressions<\/i>. <span class=\"SpellE\"><span lang=\"ES\">Journal<\/span><\/span><span lang=\"ES\"> of <span class=\"SpellE\">Statistical<\/span> <span class=\"SpellE\">Computation<\/span> and <span class=\"SpellE\">Simulation<\/span><br \/>\n78-10,887-909. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"ES\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Castillo, C., Hadi, A. S. and<br \/>\nSarabia, J. M. (2009). <i>Combined<br \/>\nregression models<\/i>. <span class=\"SpellE\"><span lang=\"ES\">Computational<\/span><\/span><span lang=\"ES\"> <span class=\"SpellE\">Statistics<\/span> 24(1), 37-66. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., M\u00ednguez, R. and Castillo, C. (2008).<br \/>\n<i><span lang=\"EN-US\">Sensitivity Analysis in Optimization and Reliability Problems<\/span><\/i><span lang=\"EN-US\">. Reliability Engineering and System<br \/>\nSafety 93, 1788-1800. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Castillo, C. and <span class=\"SpellE\">Hadi<\/span>, A. S. (2008). <i>Sensitivity<br \/>\nAnalysis in Ordered and Restricted Parameter Models<\/i>. Journal of Statistical<br \/>\nPlanning and Inference 138, pp. 1556-1576 <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., M\u00ednguez, R., Castillo, C. and <span class=\"SpellE\">Cofi\u00f1o<\/span>, A. S. (2008). <i><span lang=\"EN-US\">Dealing with the Multiplicity of<br \/>\nSolutions of the l1 and l<span class=\"GramE\">&#8734; <span>\u00a0<\/span>Regressio<\/span>n Models<\/span><\/i><span lang=\"EN-US\">. European Journal of Operational<br \/>\nResearch 188, pp 460-484 <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Conejo, A. J., Castillo, C. and<br \/>\nM\u00ednguez, R. (2007). <i><span lang=\"EN-US\">Closed Formulas in Local Sensitivity Analysis<br \/>\nfor some Classes of Linear and Non-linear Problems<\/span><\/i><span lang=\"EN-US\">. <\/span>TOP. (Sociedad de Estad\u00edstica e<br \/>\nInvestigaci\u00f3n Operativa). 15, 355-371 <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"ES\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., <span class=\"SpellE\">S\u00e1nchez-Maro\u00f1o<\/span>,<br \/>\nN., Alonso-<span class=\"SpellE\">Betanzos<\/span>, A. and Castillo, C. (2007). <i>Functional Network Topology Learning and<br \/>\nSensitivity Analysis based on ANOVA Decomposition<\/i>. <span lang=\"ES\">Neural <span class=\"SpellE\">Computation<\/span> 19, <span class=\"SpellE\">pp<\/span> 231-257. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, M. C., M\u00ednguez, R.., Castillo, E,<span>\u00a0 <\/span>and Losada, M. A. (2006). <i><span lang=\"EN-US\">An Optimal Engineering Design Method with Failure Rate Constraints and<br \/>\nSensitivity Analysis<\/span><\/i><span lang=\"EN-US\">.<br \/>\n<\/span><span class=\"SpellE\">Application<\/span> <span class=\"SpellE\">to<\/span> <span class=\"SpellE\">Composite<\/span> <span class=\"SpellE\">Breakwaters<\/span>. <span class=\"SpellE\">Coastal<\/span> <span class=\"SpellE\">Engineering<\/span>. Vol. 53, <span class=\"SpellE\">issue<\/span> 1, pp. 1-25.<\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>M\u00ednguez, R.., Castillo, E., Castillo, M. C. and<br \/>\nLosada, M. A. <span>\u00a0<\/span><span lang=\"EN-US\">(2006). <i>Optimal<br \/>\nCost Design with Sensitivity Analysis using Decomposition Techniques. <\/i><\/span><span class=\"SpellE\"><i>Application<\/i><\/span><i> <span class=\"SpellE\">to<\/span> <span class=\"SpellE\">Composite<\/span> <span class=\"SpellE\">Breakwaters<\/span><\/i><span lang=\"EN-US\">. <\/span><span class=\"SpellE\">Structural<\/span><br \/>\nSafety 28, pp. 321-340. <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Conejo, A., M\u00ednguez, R. and<br \/>\nCastillo, C., (2006). <i><span lang=\"EN-US\">A Closed Formula for Local Sensitivity Analysis<br \/>\nin Mathematical Programming<\/span><\/i><span lang=\"EN-US\">. Engineering Optimization. <span class=\"SpellE\">Vol<\/span> 38, no 1, pp.<br \/>\n93-112. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Conejo, A., Castillo, C. and<span>\u00a0 <\/span>M\u00ednguez, R. (2006). <i><span lang=\"EN-US\">Solving Ordinary Differential<br \/>\nEquations with Ranged Conditions<\/span><\/i><span lang=\"EN-US\">. <\/span><span class=\"SpellE\">Applications<\/span>. SIAM <span class=\"SpellE\">Review<\/span>. Vol. 48, no 2, <span class=\"SpellE\">pp<\/span><br \/>\n307-317. <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraphCxSpFirst\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Conejo, A., Castillo, C., M\u00ednguez,<br \/>\nR. and <span class=\"SpellE\">Ortigosa<\/span>, D. (2006). <i><span lang=\"EN-US\">A Perturbation Approach<br \/>\nto Sensitivity Analysis in Mathematical Programming<\/span><\/i><span lang=\"EN-US\">. Journal of Optimization Theory and<br \/>\nApplications. Vol. 128, no 1, pp. 49-74. <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraphCxSpMiddle\"><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraphCxSpLast\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Losada, M. A., M\u00ednguez, R.,<br \/>\nCastillo, M. C. and <span class=\"SpellE\">Baquerizo<\/span>, A. (2004). <i><span lang=\"EN-US\">An Optimal Engineering Design Method that Combines Safety Factors and<br \/>\nFailure Probabilities. Application to Rubblemound Breakwaters<\/span><\/i><span lang=\"EN-US\">. Journal of Waterway, Port, Coastal<br \/>\nand Ocean Engineering. <\/span>ASCE, 130, no 2, pp. 77-88<span>\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Conejo, A., M\u00ednguez, R. and<br \/>\nCastillo, C. (2003). <i><span lang=\"EN-US\">An Alternative Approach for Addressing the<br \/>\nFailure Probability-Safety Factor Method with Sensitivity Analysis<\/span><\/i><span lang=\"EN-US\">. Reliability Engineering and System<br \/>\nSafety, Vol. 82, pp207-216<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, M. C., Losada, M. A., M\u00ednguez, R. y<br \/>\nCastillo, E. (2003). <i>T\u00e9cnicas de<br \/>\noptimizaci\u00f3n aplicadas al dise\u00f1o de obras mar\u00edtimas<\/i>. Procedimiento<br \/>\nMetodol\u00f3gico Participativo para la Canalizaci\u00f3n, Recogida y Difusi\u00f3n de<br \/>\nEstudios y An\u00e1lisis T\u00e9cnico-Cient\u00edficos sobre los Documentos del Programa ROM,<br \/>\nEROM 00 EROM. Puertos del Estado, Ministerio de Fomento<\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Benedicto, M.I., Castillo, M.C., Moyano, J.M., <span class=\"SpellE\">Baquerizo<\/span>, A y Losada, M. A. (2003). <i>Verificaci\u00f3n de un tramo de obra de la ampliaci\u00f3n de un puerto mediante<br \/>\nla metodolog\u00eda recomendada en la ROM 0.0.<\/i> Procedimiento Metodol\u00f3gico<br \/>\nParticipativo para la Canalizaci\u00f3n, Recogida y Difusi\u00f3n de Estudios y An\u00e1lisis<br \/>\nT\u00e9cnico-Cient\u00edficos sobre los Documentos del Programa ROM, EROM 00 EROM. Puertos<br \/>\ndel Estado, Ministerio de Fomento<\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., <span class=\"SpellE\">S\u00e1nchez-Maro\u00f1o<\/span>,<br \/>\nN., Alonso-<span class=\"SpellE\">Betanzos<\/span>, A and Castillo, C. (2003). <i>Recovering Missing Data with Functional and<br \/>\nBayesian Network<\/i>. Lecture Notes in Computer Science. 2687, pp 489-496.<\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Guti\u00e9rrez, J. M., Cobo, A. and<br \/>\nCastillo, M.C. (2000). <i><span lang=\"EN-US\">Some Learning Methods in Functional Networks<\/span><\/i><span lang=\"EN-US\">. Computer-aided Civil and Infrastructure<br \/>\nEngineering 15, pp 427-439. <span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/span><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Guti\u00e9rrez, J. M., Cobo, A. and<br \/>\nCastillo, M.C. (2000). <i><span lang=\"EN-US\">A Minimax Learning Method for Learning<br \/>\nFunctional Networks<\/span><\/i><span lang=\"EN-US\">.<br \/>\nNeural Processing Letters 11, pp 39-49. <span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<\/span><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"EN-US\" style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E.; Cobo, A.; Jubete, F.; <span class=\"SpellE\">Pruneda<\/span>, R.E. and Castillo, M. C. (2000). <i><span lang=\"EN-US\">An Orthogonally based Pivoting Transformation of Matrices and some Applications<\/span><\/i><span lang=\"EN-US\">. SIAM Journal on Matrix Analysis<br \/>\nand Applications. <span class=\"SpellE\">Vol<\/span> 22, no 3, pp 666-681<span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0<br \/>\n<\/span><span>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 <\/span><\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span lang=\"EN-US\" style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='font-family:Symbol;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Castillo, E., Cobo, A., G\u00f3mez, P., Solares, C. y<br \/>\nCastillo, C. (1996). <i>Un sistema experto<br \/>\npara el control de sem\u00e1foros en JAVA<\/i>. <span class=\"SpellE\">Power<\/span> <span class=\"SpellE\">Science<\/span> 6, <span class=\"SpellE\">pg<\/span> 6. <\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoNormal\" style='text-align:justify'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span style='text-decoration:none'>&nbsp;<\/span><\/a><\/span><\/b><\/span><\/p>\n<p class=\"MsoListParagraph\" style='text-align:justify;text-indent:-18.0pt'><span class=\"MsoHyperlink\"><b><span style='font-size:12.0pt'><a href=\"public.htm\" target=\"_blank\" rel=\"noopener\"><span lang=\"ES-TRAD\" style='font-size:10.0pt;font-family:Symbol;color:windowtext;font-weight:normal;text-decoration:none'><span>\u00b7<span style='font:7.0pt \"Times New Roman\"'>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<br \/>\n<\/span><\/span><\/span>Ferrer <span class=\"SpellE\">Tor\u00edo<\/span>, R., Pi\u00f1a<br \/>\nPat\u00f3n, B. y Castillo S\u00e1nchez, C. (1994). <span class=\"SpellE\"><i>Microgeodesia<\/i><\/span><i> en la ingenier\u00eda civil. Aplicaci\u00f3n a la auscultaci\u00f3n de presas<\/i>. <span lang=\"ES-TRAD\">Revista de Obras P\u00fablicas 3338, <span class=\"SpellE\">pg<\/span> 7-21<\/span><\/a><\/span><\/b><\/span><\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>\u00b7&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Alises, A., Molina, R., G\u00f3mez, R., Pery, P. and Castillo, C. (2013). Overtopping Hazards to port activities. Application of a new methodology to risk management (POrt Risk MAnagement Tool). Reliability Engineering &amp; System Safety. Aceptado &nbsp; \u00b7&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; G\u00f3mez, R., Molina, R., Castillo, E. and Castillo, C. (2013). Wave analysis using rainflow information. IEEE Journal &hellip; <a href=\"https:\/\/blog.uclm.es\/mariacarmencastillo\/publicaciones-2\/\" class=\"more-link\">Continuar leyendo<span class=\"screen-reader-text\"> \u00abPublicaciones\u00bb<\/span><\/a><\/p>\n","protected":false},"author":46,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"footnotes":""},"class_list":["post-350","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/pages\/350","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/users\/46"}],"replies":[{"embeddable":true,"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/comments?post=350"}],"version-history":[{"count":0,"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/pages\/350\/revisions"}],"wp:attachment":[{"href":"https:\/\/blog.uclm.es\/mariacarmencastillo\/wp-json\/wp\/v2\/media?parent=350"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}