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    Seismic Design and Performance Evaluation of Controlled Rocking Masonry Shear Walls without Posttensioning 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022059
    Author(s): Ahmed Yassin; Lydell Wiebe; Mohamed Ezzeldin
    Publisher: ASCE
    Abstract: Unbonded posttensioned controlled rocking masonry walls (PT-CRMWs) have been increasingly studied in the last decades due to their promising results regarding seismic resilience. However, implementing posttensioning (PT) ...
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    Experimental Assessment of Controlled Rocking Masonry Shear Walls without Post-tensioning 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022018
    Author(s): Ahmed Yassin; Mohamed Ezzeldin; Lydell Wiebe
    Publisher: ASCE
    Abstract: Several research studies have recently evaluated the seismic response of controlled rocking masonry walls (CRMWs) with unbonded post-tensioning (PT) tendons. These studies demonstrated that such walls typically have both ...
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    Seismic Collapse Risk Assessment of Posttensioned Controlled Rocking Masonry Walls 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Ahmed Yassin; Mohamed Ezzeldin; Taylor Steele; Lydell Wiebe
    Publisher: ASCE
    Abstract: The use of vertical unbonded posttensioned (PT) bars in masonry walls results in a controlled rocking behavior that can provide a high drift capacity and recenter the wall to its vertical alignment, minimizing residual ...
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