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    Local Effects Induced by Longitudinal Forces in Composite Girders 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 004
    Author(s): Luigino Dezi; Graziano Leoni
    Publisher: American Society of Civil Engineers
    Abstract: Local effects on the shear connection of composite girders induced by longitudinal actions such as the anchorages of prestressing cables, concrete shrinkage, or a uniform thermal action on the slab are analyzed. Closed-form ...
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    Impact of Wind on Storm-Water Pond Hydraulics 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): Hrund Ólöf Andradóttir; Marie-Léonie Mortamet
    Publisher: American Society of Civil Engineers
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    The Response of Human Aortic Endothelial Cells in a Stenotic Hemodynamic Environment: Effect of Duration, Magnitude, and Spatial Gradients in Wall Shear Stress 

    Source: Journal of Biomechanical Engineering:;2010:;volume( 132 ):;issue: 007:;page 71015
    Author(s): Leonie Rouleau; Joanna Rossi; Richard L. Leask
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Inflammation plays a key role in the development and stability of coronary plaques. Endothelial cells alter their expression in response to wall shear stress (WSS). Straight/tubular and asymmetric ...
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    Closure to “Algebraic Methods for Creep Analysis of Continuous Composite Beams” by Luigino Dezi, Graziano Leoni, and Angelo Marcello Tarantino 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Luigino Dezi; Graziano Leoni; Angelo Marcello Tarantino
    Publisher: American Society of Civil Engineers
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    Closure to “Effective Slab Width in Prestressed Twin-Girder Composite Decks” by Luigino Dezi, Fabrizio Gara, and Graziano Leoni 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Luigino Dezi; Fabrizio Gara; Graziano Leoni
    Publisher: American Society of Civil Engineers
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    Effective Slab Width in Prestressed Twin-Girder Composite Decks 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): Luigino Dezi; Fabrizio Gara; Graziano Leoni
    Publisher: American Society of Civil Engineers
    Abstract: The paper shows the shear-lag effect in slabs of twin-girder steel–concrete composite decks due to the main prestressing techniques such as support settlements, bonded cables inside the concrete slab, and external slipping ...
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    Slab Cracking Control in Continuous Steel-Concrete Bridge Decks 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author(s): Fabrizio; Gara; Graziano; Leoni; Luigino; Dezi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on the effectiveness of various casting techniques used to control slab tensile stresses during the construction of continuous steel-concrete composite bridge decks. The main features describing ...
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    Modified AAEM Method for Composite Beams with Post-Connected Slab 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): Luigino Dezi; Graziano Leoni; Angelo Marcello Tarantino
    Publisher: American Society of Civil Engineers
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    Time-Dependent Analysis of Prestressed Composite Beams 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Luigino Dezi; Graziano Leoni; Angelo Marcello Tarantino
    Publisher: American Society of Civil Engineers
    Abstract: The viscoelastic analysis of composite steel-concrete continuous beams, with prestressed slab and flexible shear connectors, is presented. Two prestressing systems, involving the application of prestressing forces before ...
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    Algebraic Methods for Creep Analysis of Continuous Composite Beams 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Luigino Dezi; Graziano Leoni; Angelo Marcello Tarantino
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a simplified time-dependent analysis for continuous steel-concrete composite beams with flexible shear connection, subjected to static actions, settlements of the supports, shrinkage, and prestressing ...
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