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    Splitting Strength of Small Dowel-Type Timber Connections: Rivet Joint Loaded Perpendicular to Grain 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Pouyan Zarnani; Pierre Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: The existing models for the prediction of the splitting failure of dowel-type connections loaded perpendicular to grain are determined generally based on crack growth of the entire member cross-section. These models can ...
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    Wood Block Tear-Out Resistance and Failure Modes of Timber Rivet Connections: A Stiffness-Based Approach 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Pouyan Zarnani; Pierre Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: Existing prediction models for parallel to grain wood failure in timber connections using dowel-type fasteners consider the minimum, maximum, or summation of the tensile and shear capacities of the failed wood block planes. ...
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    Pinching-Free Connector for Timber Structures 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021036-1
    Author(s): Nicholas Chan; Ashkan Hashemi; Pouyan Zarnani; Pierre Quenneville
    Publisher: ASCE
    Abstract: In timber structures resisting earthquakes, slender steel fasteners are traditionally employed to provide ductility in the joints. However, this is associated with pinched hysteresis loops when timber fibers are irreversibly ...
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    Damping-Ductility Relationships for Flag-Shaped Hysteresis 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021093-1
    Author(s): Nicholas Chan; Ashkan Hashemi; Pouyan Zarnani; Pierre Quenneville
    Publisher: ASCE
    Abstract: Damping-ductility relationships, as applied in direct displacement-based design (DDBD), are products of equivalent linearization techniques used to estimate the nonlinear response of structures. Currently, suitable ...
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    Experimental Testing of Rocking Cross-Laminated Timber Walls with Resilient Slip Friction Joints 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Ashkan Hashemi; Pouyan Zarnani; Reza Masoudnia; Pierre Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: Allowing a wall to rock and uplift during a seismic event can cap the forces and minimize the postevent residual damage. Slip friction connections comprised of flat steel plates sliding over each other have been experimentally ...
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    Experimental Study on Cyclic Performance of a Damage-Free Brace with Self-Centering Connection 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020299
    Author(s): Seyed Mohamad Mahdi Yousef-beik; Sajad Veismoradi; Pouyan Zarnani; Ashkan Hashemi; Pierre Quenneville
    Publisher: ASCE
    Abstract: This paper investigates the experimental behavior of a self-centering (SC) timber brace that employs the resilient slip friction joint (RSFJ) for energy dissipation. Due to the inherent characteristics of the RSFJ, mainly ...
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    Experimental Testing of a Rocking Cross-Laminated Timber Wall with Pinching-Free Connectors 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023132-1
    Author(s): Nicholas Chan; Ashkan Hashemi; Setu Agarwal; Pouyan Zarnani; Pierre Quenneville
    Publisher: ASCE
    Abstract: A cross-laminated timber (CLT) wall panel offers an efficient solution to resist seismic loads. Earthquake-induced vibrations can be accommodated and dampened by ductile connections that hold down a rocking wall panel. In ...
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    New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Hamed Bagheri; Ashkan Hashemi; S. M. M. Yousef-Beik; Pouyan Zarnani; Pierre Quenneville
    Publisher: ASCE
    Abstract: This paper introduces and provides the experimental results related to a new self-centering steel tension-only brace with energy dissipation characteristics. The introduced brace has nonpinching behavior with no stiffness ...
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    Enhanced Seismic Performance of Timber Structures Using Resilient Connections: Full-Scale Testing and Design Procedure 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Ashkan Hashemi; Hamed Bagheri; Seyed Mohammad Mahdi Yousef-Beik; Farhad Mohammadi Darani; Armin Valadbeigi; Pouyan Zarnani; Pierre Quenneville
    Publisher: ASCE
    Abstract: The innovative resilient slip friction joint (RSFJ) technology has recently been developed and introduced to the construction industry. This technology not only aims to provide life safety for the occupants, but also to ...
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