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    Bridge Progressive Collapse Vulnerability 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Amin Ghali; Gamil Tadros
    Publisher: American Society of Civil Engineers
    Abstract: For important structures, it is increasingly required that catastrophic failure of the entire structure be prevented. Failure of an element due to an accidental event must not result in progressive collapse of other elements ...
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    Partially Prestressed Concrete Structures 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): Amin Ghali; Maher K. Tadros
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for prediction of stresses and strains of partially prestressed concrete structures. Members are assumed to be uncracked under permanent loads, but cracking can occur under transient live load. A ...
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    Closure to “<i>Partially Prestressed Concrete Structures</i>” by Amin Ghali and Maher K. Tadros (August, 1985, Vol. 111, No. 8) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Amin Ghali; Maher K. Tadros
    Publisher: American Society of Civil Engineers
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    Precast/Prestressed Concrete Sandwich Panels for Thermally Efficient Floor/Roof Applications 

    Source: Practice Periodical on Structural Design and Construction:;2014:;Volume ( 019 ):;issue: 003
    Author(s): Henin; Morcous; M. K.; Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete floor systems represent a major component of the cost and weight of precast concrete buildings. Hollow-core (HC) planking is considered the most common precast concrete floor system for residential and ...
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    Design, Fabrication, and Construction of Static-Cast Concrete Poles Reinforced with GFRP 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Eliya Henin; George Morcous; Maher K. Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Concrete poles used in transmission structures usually are made using the spun-cast method. Recent surveys found that some spun-cast concrete poles have had durability problems as a result of longitudinal cracking and ...
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    Innovative System for Curved Precast Posttensioned Concrete I-Girder and U-Girder Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): M. Alawneh; M. Tadros; G. Morcous
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Pre‐Tensioned and Posttensioned Composite Girders</i>” by Michael S. Troitsky, Zenon A. Zielinski, and Abdolrahim Nouraeyan (December, 1989, Vol. 115, No. 12) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): W. H. Dilger; G. S. Tadros
    Publisher: American Society of Civil Engineers
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    Recommendations for Design of Reinforced Concrete Pipe 

    Source: Journal of Pipeline Systems Engineering and Practice:;2010:;Volume ( 001 ):;issue: 001
    Author(s): Ece Erdogmus; Brian N. Skourup; Maher Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Currently, two methods are available for the design of reinforced concrete pipes:
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    Effect of Supplementary Cementitious Materials on the Performance of Concrete Pavement 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author(s): K. Hanna; G. Morcous; M. K. Tadros
    Publisher: American Society of Civil Engineers
    Abstract: Supplementary cementitious materials (SCMs) have been used in portland cement concrete pavements (PCCP) to increase their resistance to deterioration mechanisms, such as alkali-silica reaction (ASR), freeze and thaw, and ...
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    Cracking and Deformability of Concrete Flexural Sections with Fiber Reinforced Polymer 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): John Newhook; Amin Ghali; Gamil Tadros
    Publisher: American Society of Civil Engineers
    Abstract: When fiber reinforced polymer (FRP) bars are used as reinforcement in concrete sections in flexure, it is necessary to control the width of cracks by limiting the tensile stress in the FRP in service to a small fraction ...
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