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    Nonlinear Numerical Model of Post-Tensioned Elastic Rocking Panels for Application in Building Structural Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Thang N. Dao; Tu X. Ho
    Publisher: ASCE
    Abstract: This paper presents a new 4-node finite element model, developed from a 2-node rocking beam element that can predict the rocking behavior of post-tensioned panels and columns. The stiffness matrix of the 2-node beam element ...
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    Structural Performance Characterization of Mass Plywood Panels 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010:;page 04021275-1
    Author(s): Rajendra Soti; Tu X. Ho; Arijit Sinha
    Publisher: ASCE
    Abstract: Mass plywood panel (MPP) is a veneer-based engineered wood product that recently was introduced in the mass-timber construction industry. Preliminary studies show that MPPs can be a preferred construction material for shear ...
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    In-Plane Shear Properties of Mass Ply Panels in Long-Ply Direction 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 008:;page 04022170
    Author(s): Tu X. Ho; Aviral Arora; Arijit Sinha
    Publisher: ASCE
    Abstract: Mass ply panel (MPP) is a new mass timber product that was recently introduced for structural applications in buildings. Although there have been several studies on characterizing the mechanical properties and structural ...
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    Experimental Study on Torsional Behavior of Cross-Laminated Timber Skewed Pedestrian Bridge Deck Panels Subjected to Asymmetric Loading 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004:;page 04021049-1
    Author(s): Tu X. Ho; Rajendra Soti; Arijit Sinha; Emily Dawson; Jared Lewis; Milo Clauson
    Publisher: ASCE
    Abstract: The performance of cross-laminated timber (CLT) panels in building applications have been investigated extensively. However, limited information is available regarding the performance of CLT panels for bridge applications, ...
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    Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024017-1
    Author(s): Tu X. Ho; Thang N. Dao; John W. van de Lindt; Steve Pryor
    Publisher: ASCE
    Abstract: Displacement-based design (DBD) methods were originally developed in the 1990s for concrete structures and later modified for light-frame wood buildings and mass timber buildings. DBD methods use displacement as the design ...
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    Compression Behavior of Cross-Laminated Timber Wall Panels with Different Reinforcement Mechanisms 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008:;page 04024223-1
    Author(s): Arijit Sinha; Andre R. Barbosa; Tu X. Ho; Reid B. Zimmerman; Eric McDonnell
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this work is to characterize the stress–strain relationship of cross-laminated timber (CLT) wall panels when loaded in compression and how different confinement mechanisms provide compression reinforcement ...
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