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    Buckling of Columns With Nonmovable Boundaries 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Michael M. Bernitsas; Theodore Kokkinis
    Publisher: American Society of Civil Engineers
    Abstract: The global buckling problem of slender tubulaj columns subject to distributed load is studied. The load consists of the column weight, tension/compression exerted at the top of the column, and internal and external variable ...
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    Selection of Variables for Structural Redesign by Large Admissible Perturbations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2005:;volume( 127 ):;issue: 002:;page 112
    Author(s): Bonhyung Koo; Michael M. Bernitsas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Redesign or inverse design is the process of generating a new optimal design which satisfies performance specifications starting from a baseline design with undesirable performance. The LargE ...
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    Cognate Space Identification for Forced Response Structural Redesign 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2005:;volume( 127 ):;issue: 003:;page 227
    Author(s): Vincent Y. Blouin; Michael M. Bernitsas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Large admissible perturbations (LEAP) is a general methodology, which solves redesign problems of complex structures with, among others, forced response amplitude constraints. In previous work, two ...
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    Routes to Large Amplitude Motions of Mooring Systems Due to Slowly Varying Drift 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2006:;volume( 128 ):;issue: 004:;page 280
    Author(s): João Paulo J. Matsuura; Michael M. Bernitsas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of second-order slowly varying wave drift (SVWD) forces on the horizontal plane motions of moored floating vessels has been studied for nearly 30 years. Large amplitude oscillations ...
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    Static Stress Redesign of Structures by Large Admissible Perturbations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2005:;volume( 127 ):;issue: 002:;page 122
    Author(s): Michael M. Bernitsas; Bhineka M. Kristanto
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The LargeE Admissible Perturbation (LEAP) methodology is developed further to solve static stress redesign problems. The static stress general perturbation equation, which expresses the unknown ...
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    Static Stress Redesign of Plates by Large Admissible Perturbations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 001:;page 11301
    Author(s): Bhineka M. Kristanto; Michael M. Bernitsas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The purpose of this paper is to develop further the large admissible perturbation (LEAP) methodology to solve the static stress redesign problem for shell elements. The static stress general ...
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    Revealing Nonlinear Dynamics Phenomena in Mooring Due to Slowly-Varying Drift 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2011:;volume( 133 ):;issue: 002:;page 21302
    Author(s): Michael M. Bernitsas; João Paulo J. Matsuura
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effects of slowly-varying wave drift forces on the nonlinear dynamics of mooring systems have been studied extensively in the past 30 years. It has been concluded that slowly-varying wave ...
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    Selective Roughness in the Boundary Layer to Suppress Flow-Induced Motions of Circular Cylinder at 30,000<Re<120,000 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2012:;volume( 134 ):;issue: 004:;page 41801
    Author(s): Hongrae Park; Michael M. Bernitsas; R. Ajith Kumar
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A passive control means to suppress flow-induced motions (FIM) of a rigid circular cylinder in the TrSL3, high-lift, flow regime is formulated and tested experimentally. The developed method ...
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    Effect of Bottom Boundary on VIV for Energy Harnessing at 8×103<Re<1.5×105 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2009:;volume( 131 ):;issue: 003:;page 31102
    Author(s): K. Raghavan; Michael M. Bernitsas; D. E. Maroulis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The concept of extracting energy from ocean/river currents using vortex induced vibration was introduced at the OMAE2006 Conference. The vortex induced vibration aquatic clean energy (VIVACE) ...
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    Redesign of Submerged Structures by Large Admissible Perturbations 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;issue: 003:;page 103
    Author(s): Vincent Y. Blouin; Research Associate; Michael M. Bernitsas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The method of large admissible perturbations (LEAP) is a general methodology, which solves redesign problems of complex structures without trial and error or repetitive finite element analyses. ...
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