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    Finite Element Prediction of End Plate Bolted Connection Behavior. I: Parametric Study 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Archibald N. Sherbourne; Mohammed R. Bahaari
    Publisher: American Society of Civil Engineers
    Abstract: It is prohibitively expensive to store
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    Finite Element Prediction of End Plate Bolted Connection Behavior. II: Analytic Formulation 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Mohammed R. Bahaari; Archibald N. Sherbourne
    Publisher: American Society of Civil Engineers
    Abstract: Based on current knowledge of connection behavior and the evaluation of previous models provided in a former companion paper, the Richard-Abbott power function, a four-parameter model, is adopted in this study to represent ...
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    3D Simulation of End‐Plate Bolted Connections 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Archibald N. Sherbourne; Mohammed R. Bahaari
    Publisher: American Society of Civil Engineers
    Abstract: A methodology based on finite‐element modeling is developed to analytically evaluate the moment‐rotation relationships for steel bolted end‐plate connections. ANSYS, version 4.4, a large‐scale general‐purpose finite‐element ...
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    Structural Behavior of End-Plate Bolted Connections to Stiffened Columns 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): Mohammed R. Bahaari; Archibald N. Sherbourne
    Publisher: American Society of Civil Engineers
    Abstract: A methodology based on inelastic finite-element modeling is employed to evaluate analytically the stiffness and strength characteristics of steel bolted end-plate connections. ANSYS, version 4.4, a large-scale general-purpose ...
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