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    Nonlinear Dynamic Behavior of Unreinforced Masonry Walls Subjected to Out-of-Plane Loads 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): E. Hamed; O. Rabinovitch
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for the nonlinear dynamic behavior of unreinforced masonry walls subjected to out-of-plane loading is developed. The formulation is based on variational principles, dynamic equilibrium conditions, and ...
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    Dynamic Behavior of Reinforced Concrete Beams Strengthened with Composite Materials 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 005
    Author(s): E. Hamed; O. Rabinovitch
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic behavior of reinforced concrete (RC) beams strengthened with externally bonded composite materials is analytically investigated. The analytical model is based on dynamic equilibrium, compatibility of deformations ...
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    Damping and Viscoelastic Dynamic Response of RC Flexural Members Strengthened with Adhesively Bonded Composite Materials 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 012
    Author(s): E. Hamed; O. Rabinovitch
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical approach for the dynamic viscoelastic response of reinforced concrete (RC) beams and one-way slabs strengthened with adhesively bonded composite materials is developed. The analytical model is based on ...
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    Boundary Shear in Symmetrical Compound Channels 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Donald W. Knight; Mohammed E. Hamed
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results are presented concerning the boundary shear stress and boundary shear force distributions in a compound section comprising of one rectangular main channel and two symmetrically disposed flood plains. ...
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    Boundary Shear in Smooth Rectangular Channels 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Donald W. Knight; John D. Demetriou; Mohammed E. Hamed
    Publisher: American Society of Civil Engineers
    Abstract: The results of some experiments are reported concerning the boundary shear stress and boundary shear force distributions in a smooth channel of rectangular cross section. An empirically derived equation is presented which ...
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    Closure to “<i>Boundary Shear in Smooth Rectangular Channels</i>” by Donald W. Knight, John D. Demetriou, and Mohammed E. Hamed (April, 1984) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Donald W. Knight; John D. Demetriou; Mohammed E. Hamed
    Publisher: American Society of Civil Engineers
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