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    Closure to “<i>Engineering Analysis of Extreme Value Data: Selection of Models</i>” by Enrique Castillo and José María Sarabia (March/April, 1992, Vol 118, No. 2) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Enrique Castillo
    Publisher: American Society of Civil Engineers
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    Variational Methods and Upper Bound Theorem 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 005
    Author(s): Enrique Castillo; Alberto Luceño
    Publisher: American Society of Civil Engineers
    Abstract: Recent studies on the validity of some variational methods applied to stability problems in soil mechanics point out the existence of some important errors in their statement. These errors seem to be due to the lack of a ...
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    Engineering Analysis of Extreme Value Data: Selection of Models 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Enrique Castillo; José María Sarabia
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses some of the existing statistical models for the analysis of extreme value data in the case of independence, pointing out their excellence and possible sources of error. Initially, the concept of order ...
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    Determining Highway Corridors 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Eusebio Angulo; Enrique Castillo; Ricardo García-Ródenas; Jesús Sánchez-Vizcaíno
    Publisher: American Society of Civil Engineers
    Abstract: In the highway development process, the first planning stage is that of selecting a corridor along which the highway is to pass. Highway corridor selection represents a multicriteria decision process in which a variety of ...
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    Optimal Engineering Design Method that Combines Safety Factors and Failure Probabilities: Application to Rubble-Mound Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author(s): Enrique Castillo; Miguel A. Losada; Roberto Mı´nguez; Carmen Castillo; Asunción Baquerizo
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new method for engineering design that allows controlling safety factors and failure probabilities with respect to different modes of failure. Since failure probabilities are very sensitive to tail ...
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    Analysis of Constant and Variable Amplitude Strain-Life Data Using a Novel Probabilistic Weibull Regression Model 

    Source: Journal of Pressure Vessel Technology:;2010:;volume( 132 ):;issue: 006:;page 61401
    Author(s): Hernán Pinto; Abílio M. P. De Jesus; Alfonso Fernández-Canteli; Enrique Castillo; Hélder F. S. G. Pereira
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The relation between the total strain amplitude and the fatigue life measured in cycles is usually given as strain-life curves based on the former proposals of Basquin, for the elastic ...
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