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    Behavior of Damaged Tubular Structural Members 

    Source: Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 003:;page 342
    Author(s): Y. Ueda; S. M. H. Rashed
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical model of dented tubular members is constructed. Using this model, an ultimate strength interaction relationship between axial force and biaxial bending moments is derived. The ...
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    New Efficient and Accurate Method of Nonlinear Analysis of Offshore Tubular Frames (the Idealized Structural Unit Method) 

    Source: Journal of Energy Resources Technology:;1985:;volume( 107 ):;issue: 002:;page 204
    Author(s): Y. Ueda; S. M. H. Rashed; K. Nakacho
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Idealized Structural Unit Method [1, 2] is applied to the analysis of nonlinear behavior of three-dimensional offshore tubular frames. To this purpose the “tubular structural unit” is developed ...
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    An Improved Joint Model and Equations for Flexibility of Tubular Joints 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1990:;volume( 112 ):;issue: 002:;page 157
    Author(s): Y. Ueda; S. M. H. Rashed; K. Nakacho
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In tubular frames with simple joints, joints may show considerable flexibility in the elastic as well as the elastic-plastic ranges. Such flexibility may have large effects on the behavior of ...
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