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    Experimental Parameter Study of Two-Story Platform-Type CLT Shear Walls 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024089-1
    Author(s): Mohammad Masroor; Mahtab Gheisari; Thomas Tannert
    Publisher: American Society of Civil Engineers
    Abstract: While numerous experimental tests have been conducted on single-story cross-laminated timber (CLT) shear walls, research addressing the drift performance of multistory CLT structures remains limited. This paper presents ...
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    Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors Following Capacity-Based Design Principle 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001:;page 04021113
    Author(s): Mohammad Masroor; Ghasan Doudak; Daniele Casagrande
    Publisher: ASCE
    Abstract: The applicability of the capacity-based design approach to buildings consisting of cross-laminated timber (CLT) shear walls has lacked analytical expressions that depend on the structural type and failure mechanisms. This ...
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