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    Parametric Effects on Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded Carbon-Fiber-Reinforced Polymer Sheets 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): Hossein Azimi; Khaled Sennah
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the evaluation procedure of an AASHTO Type 3 precast-prestressed girder that was extensively damaged by truck impact and then repaired using externally bonded fiber-reinforced polymer (FRP) composites. ...
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    Compressive Strength of Solid Round Steel Bars 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): Khaled Sennah; John Wahba
    Publisher: American Society of Civil Engineers
    Abstract: In the era of modernization, solid round steel bars are widely used in communication towers, which play a vital role in today’s world. Solid steel round bars are used as leg members, diagonal members, and horizontal members ...
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    Simply Supported Curved Cellular Bridges: Simplified Design Method 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 002
    Author(s): Khaled Sennah; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: The use of curved composite bridges in interchanges of modern highway systems has become increasingly popular for economic and aesthetic considerations. Bridges with a concrete deck composite with a steel multicell section ...
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    Shear Distribution in Simply-Supported Curved Composite Cellular Bridges 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): Khaled Sennah; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: Composite steel-concrete multicell box girder bridges are quite often used in modern bridge superstructures with curved alignments. They provide excellent torsional resistance as well as elegant appearance. While current ...
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    Retrofitting Actual-Size Precracked Precast Prestressed Concrete Double-Tee Girders Using Externally Bonded CFRP Sheets 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Hamdy M. Afefy; Khaled Sennah; Antonio Cofini
    Publisher: American Society of Civil Engineers
    Abstract: Precast prestressed double-tee (DT) girders are considered a crucial element of modern infrastructure used to accelerate building construction worldwide. These girders can be deficient because of local damages and develop ...
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    Distribution Factors for Curved Continuous Composite Box-Girder Bridges 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 006
    Author(s): Magdy Samaan; Khaled Sennah; John B. Kennedy
    Publisher: American Society of Civil Engineers
    Abstract: The use of horizontally curved composite box-girder bridges in modern highway systems has become increasingly popular for economic as well as for aesthetic considerations. Based on a recent literature review on the design ...
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    Design for Shear in Curved Composite Multiple Steel Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 003
    Author(s): Khaled Sennah; John B. Kennedy; Said Nour
    Publisher: American Society of Civil Engineers
    Abstract: Modern highway bridges are often subject to tight geometric restrictions and, in many cases, must be built in curved alignment. These bridges may have a cross section in the form of a multiple steel box girder composite ...
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    Dynamic Analysis of Curved Continuous Multiple-Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 002
    Author(s): Magdy Samaan; John B. Kennedy; Khaled Sennah
    Publisher: American Society of Civil Engineers
    Abstract: The use of horizontally curved composite multiple-box girder bridges in modern highway systems is quite suitable in resisting torsional and warping effects induced by highway curvatures. Bridge users react adversely to ...
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    Impact Factors for Curved Continuous Composite Multiple-Box Girder Bridges 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author(s): Magdy Samaan; John B. Kennedy; Khaled Sennah
    Publisher: American Society of Civil Engineers
    Abstract: The results from a parametric study on the impact factors for 180 curved continuous composite multiple-box girder bridges are presented. Expressions for the impact factors for
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    Moment and Shear Distribution Factors for the Design of Simply Supported Skewed Composite Steel I-Girder Bridges Due to Dead Loading 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Muhammad Kashif Razzaq; Khaled Sennah; Faouzi Ghrib
    Publisher: ASCE
    Abstract: The sequence of loading during construction of simply supported skewed bridges influences the magnitude of stresses developed in the girders and is usually not explicitly addressed in design codes. Many designers and ...
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