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    Seismic Analysis of Hybrid Steel Moment Frame CLT Shear Walls Structures 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021059-1
    Author(s): Mehdi Khajehpour; Yuxin Pan; Thomas Tannert
    Publisher: ASCE
    Abstract: Moderately ductile steel moment frames (SMF) are a common lateral load resisting system (LLRS). They allow for a flexible architectural design for low- and mid-rise buildings but become uneconomical for high-rises due to ...
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    Experimental Parameter Study on CLT Shear Walls with Self-Tapping Screw Connections 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023192-1
    Author(s): Yuxin Pan; Thomas Teflissi; Thomas Tannert
    Publisher: ASCE
    Abstract: This paper presents experimental investigations on the lateral performance of cross-laminated timber (CLT) shear walls with customized self-tapping screw (STS) connections. The panel-to-base (hold-downs and shear brackets) ...
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    Seismic Fragility Estimates for Cross-Laminated Timber Platform Building 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Md Shahnewaz; Yuxin Pan; M. Shahria Alam; Thomas Tannert
    Publisher: ASCE
    Abstract: Cross-laminated timber (CLT) has been gaining popularity also in seismic regions, because of its low carbon footprint and potential cost-competitiveness with concrete and steel construction. Recent effort has focused on ...
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