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    Analytical Sensitivity of Plastic Rotations in Beam-Column Elements 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Michael H. Scott
    Publisher: American Society of Civil Engineers
    Abstract: Analytical sensitivity equations for the plastic rotation of beam-column finite elements are derived for reliability and optimization algorithms in structural engineering and for the assessment of plastic rotation sensitivity ...
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    Response Sensitivity of Geometrically Nonlinear Force-Based Frame Elements 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author(s): Michael H.; Scott
    Publisher: American Society of Civil Engineers
    Abstract: To expand the scope of accurate and efficient gradient-based applications in structural engineering, the direct differentiation method (DDM) is applied to compute the response sensitivity of force-based frame finite elements ...
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    Closure to “Evaluation of Force-Based Frame Element Response Sensitivity Formulations” by Michael H. Scott 

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author(s): Michael H.; Scott
    Publisher: American Society of Civil Engineers
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    Geosynthetics and Geosystems in Hydraulic and Coastal Engineering 

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Michael H. Heibaum
    Publisher: American Society of Civil Engineers
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    Evaluation of Force-Based Frame Element Response Sensitivity Formulations 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Michael H. Scott
    Publisher: American Society of Civil Engineers
    Abstract: The direct differentiation method (DDM) has been shown to be an accurate and efficient approach to computing the sensitivity of structural response to uncertain parameters of constitutive models and finite-element formulations. ...
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    Validation of Vector Magnitude Datasets: Effects of Random Component Errors 

    Source: Journal of Atmospheric and Oceanic Technology:;1997:;volume( 014 ):;issue: 003:;page 695
    Author(s): Freilich, Michael H.
    Publisher: American Meteorological Society
    Abstract: A statistically consistent and physically realistic approach for validating vector magnitude measurements is developed, based on a model for random measurement noise that explicitly satisfies a nonnegativity constraint for ...
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    A PFEM Background Mesh for Simulating Fluid and Frame Structure Interaction 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022051
    Author(s): Minjie Zhu; Michael H. Scott
    Publisher: ASCE
    Abstract: Hydrodynamic loading is an important consideration for the design and safety of coastal structures prone to tsunami hazards. Simulating the response of frame structures to tsunami loading requires an efficient and flexible ...
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    Discussion of “Nonlinear Truss Analysis by One Matrix Inversion” by A. Fafitis 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Michael H. Scott; Tanarat Potisuk
    Publisher: American Society of Civil Engineers
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    Special Issue on Computational Simulation in Structural Engineering 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 008
    Author(s): Michael H. Scott; Erol Kalkan
    Publisher: American Society of Civil Engineers
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    Direct Differentiation of the Particle Finite-Element Method for Fluid–Structure Interaction 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Minjie Zhu; Michael H. Scott
    Publisher: American Society of Civil Engineers
    Abstract: Sensitivity analysis of fluid–structure interaction (FSI) provides an important tool for assessing the reliability and performance of coastal infrastructure subjected to storm and tsunami hazards. As a preliminary step for ...
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