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    An Experimental Study of the Response of a Small Porous Chamber to Forced Oscillations 

    Source: Journal of Fluids Engineering:;1966:;volume( 088 ):;issue: 001:;page 21
    Author(s): E. Martinez; R. L. Peskin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental program was undertaken to evaluate the theoretical relation between pressure phase angle and frequency for forced oscillations of a small porous chamber. The data were found to ...
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    A Study of the Response of a Small Porous Chamber to Forced Oscillation 

    Source: Journal of Fluids Engineering:;1966:;volume( 088 ):;issue: 001:;page 25
    Author(s): R. L. Peskin; E. Martinez
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical investigation of the pressure response to forced volume oscillations of a shallow cylindrical chamber with a porous end is undertaken. Investigation is in the frequency domain. ...
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    Stability of Ekofisk Tank: Reliability Analysis 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Tien H. Wu; Ramon E. Martinez; Oddvar Kjekstad
    Publisher: American Society of Civil Engineers
    Abstract: The uncertainties encountered in the stability analysis for the foundation of the Ekofisk Tank are formulated in probabilistic terms and used to evaluate the reliability of the foundation design. The major sources of ...
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    Laying Modeling of Submarine Pipelines Using Contact Elements into a Corotational Formulation 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;issue: 002:;page 145
    Author(s): Cora E. Martínez; Profesor Agregado; Raúl Goncalves; Profesor Titular
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A new finite element formulation to analyze stresses and displacements in submarine pipelines during laying operations is presented in this paper. The method is based on the corotational formulation ...
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    Importance of Using Accurate Soil Profiles for the Estimation of Pile Kinematic Input Factors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Guillermo M. Álamo; Juan J. Aznárez; Luis A. Padrón; Alejandro E. Martínez-Castro; Orlando Maeso
    Publisher: American Society of Civil Engineers
    Abstract: The influence of the variability of the soil profile on the translational and rotational kinematic interaction factors of pile foundations is analyzed. Variable-with-depth profiles representative of different soil types ...
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