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    Nonlinear <b><i>EI</i></b> Equation for Slender Composite Columns Bending about the Minor Axis 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Timo K. Tikka; S. Ali Mirza
    Publisher: American Society of Civil Engineers
    Abstract: The moment magnifier method was introduced into design practice to eliminate the need for extensive calculations, based on the solution to a differential equation, for the second-order moments in slender columns. This ...
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    Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Timo K. Tikka; S. Ali Mirza
    Publisher: American Society of Civil Engineers
    Abstract: The ACI standard 318-02 permits the use of a moment magnifier approach for the design of slender composite steel-concrete columns. This approach is strongly influenced by the effective flexural stiffness
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    Equivalent Uniform Moment Diagram Factor for Composite Columns in Major Axis Bending 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Timo K. Tikka; S. Ali Mirza
    Publisher: American Society of Civil Engineers
    Abstract: The ACI Building Code permits the use of the equivalent uniform bending moment diagram factor
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    Physical Tests and Analyses of Composite Steel-Concrete Beam-Columns 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author(s): S. Ali Mirza; Ville Hyttinen; Esko Hyttinen
    Publisher: American Society of Civil Engineers
    Abstract: The composite steel-concrete beam-columns in which steel shapes are encased in concrete and second-order effects are significant were studied from 16 specimens loaded to failure. Loading included combinations of axial and ...
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