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    Effect of Unit Bonding Patterns on the Structural Performance of Loadbearing Concrete Block Masonry Beams 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Jamshid Zohrehheydariha; Sreekanta Das; Bennett Banting
    Publisher: American Society of Civil Engineers
    Abstract: Loadbearing concrete block masonry construction in North America is generally designed by engineers as a 50% running bond pattern. However, in some situations an architect opts for a stack pattern (or stack bond) unit ...
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    Structural Behavior of Masonry Beams with Alternative Shear Reinforcement 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04021002-1
    Author(s): Jeeric Penales; Jamshid Zohrehheydariha; Sreekanta Das; Bennett Banting
    Publisher: ASCE
    Abstract: Shear reinforcement, or stirrups, for reinforced masonry beams made of concrete blocks are placed inside the cells of the units. Since it is a requirement by masonry standards for shear stirrups to hook around the longitudinal ...
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