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    Large-Scale Test of a Modular Steel Plate Shear Wall with Partially Encased Composite Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Mehdi Dastfan; Robert Driver
    Publisher: American Society of Civil Engineers
    Abstract: As part of an experimental study on the behavior of steel plate shear walls with partially encased composite columns, a large-scale modular specimen was tested at the University of Alberta to observe and quantify some ...
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    Large-Scale Test of a Modular Steel Plate Shear Wall with Partially Encased Composite Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Mehdi Dastfan; Robert Driver
    Publisher: American Society of Civil Engineers
    Abstract: As part of an experimental study on the behavior of steel plate shear walls with partially encased composite columns, a large-scale modular specimen was tested at the University of Alberta to observe and quantify some ...
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    Discussion of “<i>Experimental Study of Thin Steel‐Plate Shear Walls under Cyclic Load</i>” by Vincent Caccese, Mohamed Elgaaly, and Ruobo Chen (February, 1993, Vol. 119, No. 2) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Geoffrey L. Kulak; D. J. Laurie Kennedy; Robert Driver
    Publisher: American Society of Civil Engineers
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    Response of Embedded Plates in Reinforced Concrete Loaded in Eccentric Shear towards an Edge 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 008:;page 04023100-1
    Author(s): Ian Chong-Xian Chin; Douglas Tomlinson; Robert Driver
    Publisher: ASCE
    Abstract: Embedded plates (EPs) are commonly used to connect steel to reinforced concrete elements. Due to a lack of industry-wide standard designs, EPs are custom designed for every instance in each project. This leads to many ...
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