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    Optimum Design of Pin‐Jointed Steel Structures With Practical Applications 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author(s): M. P. Saka
    Publisher: American Society of Civil Engineers
    Abstract: An efficient optimum design algorithm is presented for the pin‐jointed steel structures subjected to multiple load cases. The displacement, stress, buckling, and minimum size constraints are considered in the formulation ...
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    Discussion of “Design of Steel Frames Using Ant Colony Optimization” by Charles V. Camp, Barron J. Bichon and Scott P. Stovall 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): M. P. Saka
    Publisher: American Society of Civil Engineers
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    Prediction of Ultimate Shear Strength of Reinforced-Concrete Deep Beams Using Neural Networks 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): A. Sanad; M. P. Saka
    Publisher: American Society of Civil Engineers
    Abstract: This study explores the use of artificial neural networks in predicting the ultimate shear strength of reinforced-concrete deep beams. One hundred eleven experimental data collected from the literature cover the simple ...
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    Closure to “Prediction of Ultimate Shear Strength of Reinforced-Concrete Deep Beams Using Neural Networks” by A. Sanad and M. P. Saka 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): A. Sanad; M. P. Saka
    Publisher: American Society of Civil Engineers
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    Behavior of Composite Timber‐Concrete Floors 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): B. H. Ahmadi; M. P. Saka
    Publisher: American Society of Civil Engineers
    Abstract: Timber‐concrete floors are widely used in the Persian Gulf region because of their resistance to the hot and aggressive environment of the area. Because no shear connector is provided, the timber joists and concrete slab ...
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