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    Collisions and Damage of Offshore Structures: A State-of-the-Art 

    Source: Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 003:;page 297
    Author(s): C. P. Ellinas; S. Valsgard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Over the recent years, following the very rapid increase in the construction and installation of offshore structures, there has been a considerable growth of interest in the assessment of the ...
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    A Design Formulation for Axisymmetric Collapse of Stiffened and Unstiffened Cylinders 

    Source: Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 003:;page 350
    Author(s): J. G. A. Croll; C. P. Ellinas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A procedure, developed for predicting the elastic-plastic general axisymmetric collapse of stiffened and unstiffened cylinders, is presented. This permits the formulation of reliable lower bounds ...
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    Worldwide Calibration of API RP2A‐LRFD 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): R. C. Turner; C. P. Ellinas; G. A. N. Thomas
    Publisher: American Society of Civil Engineers
    Abstract: API RP2A‐LRFD (load and resistance factor design) has recently been approved by the American Petroleum Institute for the design of fixed offshore steel platforms. It is an alternative to the more familiar working stress ...
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    Limit State Philosophy in Pipeline Design 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 001:;page 9
    Author(s): C. P. Ellinas; P. W. J. Raven; A. C. Walker; P. Davies
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper considers the application of the limit state philosophy of structural analysis to pipeline design. General aspects of the philosophy are discussed and the approach to the evaluation ...
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