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    Normal Strain-Adjusted Shear Strength Expression for Fully Grouted Reinforced Masonry Structural Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Bennett R. Banting; Wael W. El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: Since the conclusion of the test programs carried out by the Joint U.S.–Japan Technical Coordinating Committee on Masonry Research (TCCMAR) during the 1970s and 1980s, there has been little progress made to enhance the ...
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    Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Bennett R. Banting; Wael W. El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: The design of reinforced masonry (RM) structural walls subject to high inelastic curvature demands can often be hindered by prescriptive requirements in design codes regarding the ratio between compression zone depth (
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    Seismic Design Parameters for Special Masonry Structural Walls Detailed with Confined Boundary Elements 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Bennett R. Banting; Wael W. El-Dakhakhni
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the results from a test program focusing on the behavior of eleven fully grouted reinforced masonry (RM) structural walls containing confined boundary elements are analyzed and presented according to force, ...
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    Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance–Based Design Parameters 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mustafa A. Siyam; Wael W. El-Dakhakhni; Bennett R. Banting; Robert G. Drysdale
    Publisher: American Society of Civil Engineers
    Abstract: A typical seismically designed reinforced masonry building is composed of structural walls, constructed following the same prescriptive detailing requirements corresponding to a code classified seismic force resisting ...
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    Seismic Response Evaluation of Ductile Reinforced Concrete Block Structural Walls. II: Displacement and Performance–Based Design Parameters 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mustafa A. Siyam; Wael W. El-Dakhakhni; Bennett R. Banting; Robert G. Drysdale
    Publisher: American Society of Civil Engineers
    Abstract: A typical seismically designed reinforced masonry building is composed of structural walls, constructed following the same prescriptive detailing requirements corresponding to a code classified seismic force resisting ...
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