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    Basic Transport Equations in Ascending Equiangular Spiral Polar Coordinates 

    Source: Journal of Applied Mechanics:;1981:;volume( 048 ):;issue: 001:;page 190
    Author(s): S. Ali
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Basic transport equations have been expressed in a coordinate system suitable for the analytical study of momentum, heat, and mass transport processes in ascending equinagular spiral tube coils. ...
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    Discussion of “<i>Hydraulic Fracturing in Embankment Dams</i>” by James L. Sherard (October, 1986, Vol. 112, No. 10) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): G. Mesri; S. Ali
    Publisher: American Society of Civil Engineers
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    Unified Formulations of the Shear Coefficients in Timoshenko Beam Theory 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): S. Ali Faghidian
    Publisher: American Society of Civil Engineers
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    Wave Propagation in Timoshenko–Ehrenfest Nanobeam: A Mixture Unified Gradient Theory 

    Source: Journal of Vibration and Acoustics:;2022:;volume( 144 ):;issue: 006:;page 61005
    Author(s): Faghidian, S. Ali;Elishakoff, Isaac
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A sizedependent elasticity theory, founded on variationally consistent formulations, is developed to analyze the wave propagation in nanosized beams. The mixture unified gradient theory of elasticity, integrating the stress ...
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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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    Generalized Masing Approach to Modeling Hysteretic Deteriorating Behavior 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 005
    Author(s): S. Ali Ashrafi; Andrew W. Smyth
    Publisher: American Society of Civil Engineers
    Abstract: The modeling of hysteretic behavior is of significant importance in several areas, including civil engineering and mechanics. This paper focuses on finding a method for modeling hysteretic behavior that is simple and ...
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    Interbasin Water Transfer: Economic Water Quality-Based Model 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Mohammad Karamouz; S. Ali Mojahedi; Azadeh Ahmadi
    Publisher: American Society of Civil Engineers
    Abstract: The interbasin water transfer project is an alternative to balance the nonuniform temporal and spatial distribution of water resources and water demands, especially in arid and semi arid regions. A water transfer project ...
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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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