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    A Blended Learning Approach to Project Risk Management: Developing Requirements and Evaluating the Student Learning Experience 

    Source: Journal of Computing and Information Science in Engineering:;2011:;volume( 011 ):;issue: 003:;page 31004
    Author(s): Bassam A. Hussein.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The aim of this research has been to develop a project risk management lesson that is, capable to take into account practical challenges that project managers have to deal with during managing ...
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    Effect of Curing Age on High-Strength Concrete at Low Temperatures 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 003
    Author(s): H. Marzouk; A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: This investigation deals with the effect of curing age on the strength development of high-strength concrete containing silica fume and fly ash and exposed to cold temperatures. Tests were performed on three sets of ...
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    Grass ET Estimates Using Penman-Type Equations in Central Sudan 

    Source: Journal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author(s): Ahmed S. A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: Irrigation schemes in the central clay plains of Sudan represent a major irrigated area in Africa. Annual irrigation requirements may approach 10
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    Size Effect on Shear Strength of FRP Reinforced Concrete Beams without Stirrups 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 004
    Author(s): M. S. Alam; A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental investigation that was carried out to examine the size effect on the shear strength and behavior of concrete beams reinforced with fiber-reinforced polymer (FRP) bars. The ...
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    Effect of Member Depth on Shear Strength of High-Strength Fiber-Reinforced Polymer–Reinforced Concrete Beams 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 002
    Author(s): M. S. Alam; A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the effect of depth on the shear strength and behavior of high-strength concrete beams reinforced with glass-fiber-reinforced polymer (GFRP) and carbon-fiber-reinforced polymer (CFRP) bars in the ...
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    Induced Corrosion Techniques for Two-Way Slabs 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume (033):;issue:003
    Author(s): Mahmoud E. Said;Amgad A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated corrosion techniques are used to assess the structural performance of corroded reinforced concrete elements. This paper aims to illustrate the use of various techniques by showing their advantages and disadvantages. ...
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    Induced Corrosion Techniques for Two-Way Slabs 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 003
    Author(s): Mahmoud E. Said; Amgad A. Hussein
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated corrosion techniques are used to assess the structural performance of corroded reinforced concrete elements. This paper aims to illustrate the use of various techniques by showing their advantages and disadvantages. ...
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    Coupled Deformation Modes in the Large Deformation Finite Element Analysis: Generalization 

    Source: Journal of Computational and Nonlinear Dynamics:;2009:;volume( 004 ):;issue: 002:;page 21002
    Author(s): Oleg N. Dmitrochenko; Bassam A. Hussein; Ahmed A. Shabana
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of the absolute nodal coordinate formulation (ANCF)–coupled deformation modes on the accuracy and efficiency when higher order three-dimensional beam and plate finite elements are used ...
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    Coupled Deformation Modes in the Large Deformation Finite-Element Analysis: Problem Definition 

    Source: Journal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 002:;page 146
    Author(s): Bassam A. Hussein; Hiroyuki Sugiyama; Ahmed A. Shabana
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the classical formulations of beam problems, the beam cross section is assumed to remain rigid when the beam deforms. In Euler–Bernoulli beam theory, the rigid cross section remains perpendicular ...
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    Erratum: “Coupled Deformation Modes in the Large Deformation Finite Element Analysis: Problem Definition” [Journal of Computational and Nonlinear Dynamics, 2007, 2, pp. 146–154] 

    Source: Journal of Computational and Nonlinear Dynamics:;2008:;volume( 003 ):;issue: 003:;page 37001
    Author(s): Bassam A. Hussein; Hiroyuki Sugiyama; Ahmed A. Shabana
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Figures 8–13 in Ref. 1 contain results of the simulation of a very flexible pendulum. The results presented in this paper are obtained using 4 elements. While convergence is achieved in the ...
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