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    Collapse Performance of Limited Ductile High-Strength RC Columns under Unidirectional Cyclic Actions 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Saim Raza; Scott J. Menegon; Hing-Ho Tsang; John L. Wilson
    Publisher: ASCE
    Abstract: The seismic behavior of ductile high-strength RC (HSRC) columns that are constructed in regions of high seismicity is well understood due to a number of experimental studies conducted over the last few decades. However, ...
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    Three-Dimensional Response Evaluation of an Innovative Low-Damage Drywall Partition Wall System for Multistory Buildings 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023139-1
    Author(s): Scott J. Menegon; Javad Hashemi; Emad F. Gad
    Publisher: ASCE
    Abstract: Drywall partition wall systems have become one of the most common forms of construction for partition walls in multistory buildings around the world. Drywall partitions are usually attached to the surrounding structural ...
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    Generalized Loading Protocols for Experimentally Simulating Multidirectional Earthquake Actions on Building Columns in Regions of Low-to-Moderate Seismicity 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021082-1
    Author(s): Saim Raza; Hing-Ho Tsang; Scott J. Menegon; John L. Wilson
    Publisher: ASCE
    Abstract: This study aimed to quantitatively develop realistic quasi-static loading protocols for simulating bidirectional cyclic actions and axial load variation on building columns in a way that is representative of an actual ...
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    Experimental and Analytical Assessment of Flexural Behavior of Cantilevered RC Walls Subjected to Impact Actions 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Arnold C. Y. Yong; Nelson T. K. Lam; Scott J. Menegon; Emad F. Gad
    Publisher: ASCE
    Abstract: Reinforced concrete (RC) impact-resistance barriers, such as rockfall barriers, often consist of a cantilever RC wall, which is expected to experience flexural bending under impact loading to resist the associated design ...
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