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    Simplified Method for Calculating Lateral Distribution Factors for Live Load Shear 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 005
    Author(s): X. Sharon Huo; Edward P. Wasserman; Rizwan A. Iqbal
    Publisher: American Society of Civil Engineers
    Abstract: The simplified equal distribution factor (EDF) method for live load shear presented in this study originates from Henry’s method, a method that has been used in Tennessee for nearly forty years. Henry’s method allows for ...
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    Experimental Performance and Structural Analysis of Plywood-Coupled LVL Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): A. Iqbal; T. Smith; S. Pampanin; M. Fragiacomo; A. Palermo; A. H. Buchanan
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed-laminated timber (Pres-Lam) design has recently been adopted for multistory timber buildings based on ongoing research at the University of Canterbury, New Zealand. This system combines large timber members ...
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    Experimental Performance and Structural Analysis of Plywood-Coupled LVL Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): A. Iqbal; T. Smith; S. Pampanin; M. Fragiacomo; A. Palermo; A. H. Buchanan
    Publisher: American Society of Civil Engineers
    Abstract: Prestressed-laminated timber (Pres-Lam) design has recently been adopted for multistory timber buildings based on ongoing research at the University of Canterbury, New Zealand. This system combines large timber members ...
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    Experimental and Numerical Study for the Shear Strengthening of Reinforced Concrete Beams Using Textile-Reinforced Mortar 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 001
    Author(s): Yousef A. Al-Salloum; Hussein M. Elsanadedy; Saleh H. Alsayed; Rizwan A. Iqbal
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the effectiveness of textile-reinforced mortars (TRMs), as a means of increasing the shear resistance of reinforced concrete beams, is experimentally and numerically investigated. Textiles comprise of fabric ...
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