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    Closure to “Performance of Shuffled Frog-Leaping Algorithm in Finance-Based Scheduling” by Anas Alghazi, Shokri Z. Selim, and Ashraf Elazouni 

    Source: Journal of Computing in Civil Engineering:;2014:;Volume ( 028 ):;issue: 002
    Author(s): Ashraf Elazouni
    Publisher: American Society of Civil Engineers
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    Bond Graph Modeling of Planar Mechanisms With Realistic Joint Effects 

    Source: Journal of Dynamic Systems, Measurement, and Control:;1989:;volume( 111 ):;issue: 001:;page 15
    Author(s): Ashraf Zeid
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This work demonstrates that the Karnopp-Margolis method for treating derivative causality in the bond graph produces a formulation that is equivalent to the classical Lagrange λ multipliers method ...
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    Discussion of “<i>Sample Disturbance of Cemented Collapsible Soils</i>” by Sandra L. Houston and Mostafa El‐Ehwany (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Passive Inclined Anchorages in Sand</i>” by James D. Geddes and E. J. Murray (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Estimation Earth Pressures due to Compaction</i>” by J. M. Duncan, G. W. Williams, A. L. Sehn, and R. B. Seed (December, 1991, Vol. 117, No. 12) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Nonlinear Finite-Element Analysis of Posttensioned Concrete Bridge Girders 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003
    Author(s): Ashraf Ayoub
    Publisher: American Society of Civil Engineers
    Abstract: Posttensioning is an effective method for the construction of different types of bridge girders such as those used in segmentally erected bridges. Available nonlinear analysis programs for bridge girders under severe loading ...
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    Nonlinear Analysis of Reinforced Concrete Beam–Columns with Bond-Slip 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Ashraf Ayoub
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new model for nonlinear analysis of reinforced concrete beam–columns with bond–slip. The model is derived from a two-field mixed formulation with independent approximation of forces and displacements. ...
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    Mixed Formulation of Inelastic Composite Shear Beam Element 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Dipankar Das; Ashraf Ayoub
    Publisher: ASCE
    Abstract: This study presents a new beam element formulation following a Hellinger-Reissner functional for composite members considering coupling between bond-slip and shear deformations. A robust state determination along with new ...
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    Stochastic Analysis of Seepage under Hydraulic Structures Resting on Anisotropic Heterogeneous Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author(s): Ashraf A.; Ahmed
    Publisher: American Society of Civil Engineers
    Abstract: This research investigated the confined flow under hydraulic structures. The hydraulic conductivity of the soil was modeled as a spatially random field, which followed a lognormal distribution. Only porous media that have ...
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    Discussion: Plate Anchor Groups Pulled Vertically in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Ashraf M. Ghaly
    Publisher: American Society of Civil Engineers
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