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    Evaluation of Combination Rules for Orthogonal Seismic Demands in Nonlinear Time History Analysis of Bridges 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Vahid Bisadi; Monique Head
    Publisher: American Society of Civil Engineers
    Abstract: One of the parameters that directly affects the seismic demand on a bridge is the excitation angle of the ground motion. Since analyzing a bridge with all possible excitation angles is impractical, combination rules have ...
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    Tension Stiffening in Prestressed Concrete Beams Using Moment-Curvature Relationship 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Shobeir Pirayeh Gar; Monique Head; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Tension stiffening phenomenon plays a vital role in serviceability of nonprestressed reinforced concrete (RC) beams as it enhances the postcracking flexural stiffness leading to a smaller deflection, accordingly. However, ...
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    Probabilistic Capacity Models and Fragility Estimates for Steel Pedestals Used to Elevate Bridges 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Vahid Bisadi; Paolo Gardoni; Monique Head
    Publisher: American Society of Civil Engineers
    Abstract: Using steel pedestals has become an effective method for elevating simply supported bridges in the United States. However, a method is needed to estimate their lateral load capacity and probability of failure subjected to ...
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    Comparative Experimental Performance of Bridge Deck Slabs with AFRP and Steel Precast Panels 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Shobeir Pirayeh Gar; Monique Head; Stefan Hurlebaus; John B. Mander
    Publisher: American Society of Civil Engineers
    Abstract: Full-depth precast concrete panels expedite the construction process, enhance the safety and quality controls, and reduce the on-site labor requirements for bridge deck slab applications. However, corrosion-induced ...
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    FRP Slab Capacity Using Yield Line Theory 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 006
    Author(s): Shobeir Pirayeh Gar; John B. Mander; Monique Head; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Fiber reinforced polymer (FRP) bars have been increasingly used in bridge deck slabs over the last decades to overcome corrosion issues. However, there is still a critical need for a rational method to analyze the load ...
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