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    Rocking Bridge Columns with External Replaceable Tendons 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024008-1
    Author(s): Mostafa Tazarv; Kallan Hart; Ammad Khan
    Publisher: ASCE
    Abstract: Columns are usually the weak links in conventional bridges with regard to seismic design. Damage of reinforced concrete (RC) columns caused by moderate earthquakes is usually repairable, but significant damage is expected ...
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    Reinforcing NiTi Superelastic SMA for Concrete Structures 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): Mostafa Tazarv; M. Saiid Saiidi
    Publisher: American Society of Civil Engineers
    Abstract: Superelastic (SE) shape memory alloy (SMA) is an advanced material that may be used as an alternative to conventional reinforcing steel in civil engineering structures to control residual deformations. The most common SE ...
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    Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Mostafa Tazarv;Lucas Bohn;Nadim Wehbe
    Publisher: American Society of Civil Engineers
    Abstract: Precast prestressed double-tee girder bridges are common on county bridges in South Dakota. However, the longitudinal joints of these bridges are rapidly deteriorating, causing girder replacement after only 45 years of ...
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    System Performance of a Precast Bridge Incorporating Full-Depth Deck Panels and Prestressed Inverted Bulb-Tee Girders 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Mostafa Tazarv;Michael Mingo;Nadim Wehbe
    Publisher: American Society of Civil Engineers
    Abstract: The South Dakota Department of Transportation (SDDOT) allows the use of precast, prestressed double-tee girder bridges in county and local roads because they are economical and fast in construction. However, many of ...
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    Rehabilitation of Longitudinal Joints in Double-Tee Girder Bridges 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006
    Author(s): Mostafa Tazarv; Lucas Bohn; Nadim Wehbe
    Publisher: American Society of Civil Engineers
    Abstract: Precast prestressed double-tee girder bridges are common on county bridges in South Dakota. However, the longitudinal joints of these bridges are rapidly deteriorating, causing girder replacement after only 45 years of ...
    Request PDF

    System Performance of a Precast Bridge Incorporating Full-Depth Deck Panels and Prestressed Inverted Bulb-Tee Girders 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006
    Author(s): Mostafa Tazarv; Michael Mingo; Nadim Wehbe
    Publisher: American Society of Civil Engineers
    Abstract: The South Dakota Department of Transportation (SDDOT) allows the use of precast, prestressed double-tee girder bridges in county and local roads because they are economical and fast in construction. However, many of ...
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    Experimental Studies on Seismic Performance of Mechanically Spliced Precast Bridge Columns 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 011:;page 04022102
    Author(s): Mostafa Tazarv; Theodore Sjurseth; Evan Greeneway; Kallan Hart; Mathew LaVoy; Nadim Wehbe
    Publisher: ASCE
    Abstract: A mechanical bar splice, which is known as a bar coupler, is an alternative to traditional lap splicing to connect bars in reinforced-concrete (RC) structures. Although it is feasible to incorporate mechanical bar splices ...
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    Methodology for Load Rating of Damaged Double-Tee Girder Bridges 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001:;page 04020110-1
    Author(s): Sandip Rimal; Brian Kidd; Mostafa Tazarv; Junwon Seo; Nadim Wehbe
    Publisher: ASCE
    Abstract: The most common type of bridge on South Dakota local roads is a precast prestressed double-tee (DT) girder bridge. For old and/or deteriorated bridges, the estimation of the bridge safe live load is necessary to ensure the ...
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