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    Failure of Lightly Reinforced Concrete Members under Fire. II: Parametric Studies and Design Considerations 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): A. Y. Elghazouli; B. A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the behavior of lightly reinforced concrete members under fire conditions, focusing on the failure state associated with rupture of the reinforcement. The work transpires from the need to examine the ...
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    Realistic Modeling of Composite and Reinforced Concrete Floor Slabs under Extreme Loading. II: Verification and Application 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): A. Y. Elghazouli; B. A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the large displacement behavior of floor slab systems under extreme loading conditions. The analytical model, presented in the companion paper, is verified through comparisons against existing ...
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    Failure of Lightly Reinforced Concrete Members under Fire. I: Analytical Modeling 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 001
    Author(s): B. A. Izzuddin; A. Y. Elghazouli
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the failure of lightly reinforced concrete members under fire conditions, with particular emphasis given to the catenary action arising from axial restraint at the supports and the ensuing ...
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    Response of Semirigid Steel Frames to Cyclic and Earthquake Loads 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author(s): A. S. Elnashai; A. Y. Elghazouli; F. A. Denesh-Ashtiani
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental results from a large research project dealing with the seismic behavior of semirigid steel frames. The investigation focuses on the performance of steel frames with semirigid connections ...
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    Realistic Modeling of Composite and Reinforced Concrete Floor Slabs under Extreme Loading. I: Analytical Method 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): B. A. Izzuddin; X. Y. Tao; A. Y. Elghazouli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new flat shell element for composite and reinforced concrete (RC) floor slabs subject to extreme loading conditions, accounting for the effects of geometric as well as material nonlinearities. A novel ...
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    Failure of Lightly Reinforced Concrete Floor Slabs with Planar Edge Restraints under Fire 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 009
    Author(s): E. Omer; B. A. Izzuddin; A. Y. Elghazouli
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical model for the failure of lightly reinforced concrete slabs under elevated temperature, considering simply supported boundary conditions with planar edge restraints. This model is typically ...
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    Failure Assessment of Lightly Reinforced Floor Slabs. I: Experimental Investigation 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): K. A. Cashell; A. Y. Elghazouli; B. A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the ultimate behavior of lightly reinforced concrete floor slabs under extreme loading conditions. Particular emphasis is given to examining the failure conditions of idealized composite slabs ...
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    Failure Assessment of Lightly Reinforced Floor Slabs. II: Analytical Studies 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): K. A. Cashell; A. Y. Elghazouli; B. A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes numerical and analytical assessments of the ultimate response of floor slabs. Simplified analytical models and finite-element simulations are described and validated against the experimental results ...
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    Creep Response of Rubberized Alkali-Activated Concrete 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012:;page 04023434-1
    Author(s): M. Elzeadani; D. V. Bompa; A. Y. Elghazouli
    Publisher: ASCE
    Abstract: This study examines the creep deformations and long-term strength properties of rubberized one-part alkali-activated concrete with relatively high rubber content, which have not been previously reported. The aluminosilicate ...
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