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    Discussion of “<i>Transverse Stirrup Spacing in R/C Beams</i>” by Wayne Hsiung and Gregory C. Frantz (February, 1985, Vol. 111, No. 2) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Arunachal Ray; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
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    Bolted Connections for Fiber-Reinforced Composite Structural Members: Experimental Program 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 004
    Author(s): Charles N. Rosner; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: The use of fiber-reinforced composite materials for the construction and rehabilitation of civil engineering structures is relatively new. Structural members are routinely joined by bolted connections. Bolted connections ...
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    Bolted Connections for Fiber-Reinforced Composite Structural Members: Analytical Model and Design Recommendations 

    Source: Journal of Materials in Civil Engineering:;1995:;Volume ( 007 ):;issue: 004
    Author(s): Charles N. Rosner; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: The use of fiber-reinforced composite materials in civil structural applications is relatively new and there is a serious lack of information on the behavior and design of the bolted connections normally used for structural ...
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    Filament-Wound Glass Fiber Reinforced Polymer Bridge Deck Modules 

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 003
    Author(s): Brea Williams; Emile Shehata; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: The demand for the development of efficient and durable bridge decks is a priority for most of the highway authorities worldwide. This paper summarizes the results of an experimental program designed to study the behavior ...
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    Timber Beams Strengthened with GFRP Bars: Development and Applications 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 001
    Author(s): Chris Gentile; Dagmar Svecova; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Repair and rehabilitation of infrastructure is becoming increasingly important for bridges due to material deterioration and limited capacity to accommodate current load levels. An experimental program was undertaken to ...
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    Flexural Behavior of Concrete-Filled Fiber-Reinforced Polymer Circular Tubes 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 002
    Author(s): Amir Z. Fam; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental results of large-scale concrete-filled glass fiber reinforced polymer (GFRP) circular tubes and control hollow GFRP and steel tubes tested in bending. The diameter of the beams ranged ...
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    Strengthening of Infill Masonry Walls with FRP Materials 

    Source: Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 002
    Author(s): Dillon S. Lunn; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the effectiveness of different externally bonded glass fiber–reinforced polymer (GFRP) systems for increasing the out-of-plane resistance of infill masonry walls to loading. The research included a ...
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    Design of FRP-Strengthened Infill-Masonry Walls Subjected to Out-of-Plane Loading 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author(s): Dillon S. Lunn; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) strengthening systems for infill-masonry walls are typically designed to resist flexural stresses caused by out-of-plane pressure. Previous research has shown that there are potential premature ...
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    Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements 

    Source: Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 002
    Author(s): Amr A. Abdelrahman; Sami H. Rizkalla
    Publisher: American Society of Civil Engineers
    Abstract: Use of carbon fiber reinforced polymers (CFRP) reinforcement for prestressing concrete structures introduces a promising solution for deterioration of concrete structures due to corrosion of steel reinforcements. Due to ...
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    Prestressed Concrete Containment Model 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Sami H. Rizkalla; Sidney H. Simmonds; James G. MacGregor
    Publisher: American Society of Civil Engineers
    Abstract: The construction and testing of a model of a prestressed concrete containment structure is described. The test structure consisted of a reinforced concrete base, cylindrical wall, ring beam and dome built of prestressed ...
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