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    Seismic Damage and Collapse Assessment of Composite Moment Frames 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Sameh S. F. Mehanny; Gregory G. Deierlein
    Publisher: American Society of Civil Engineers
    Abstract: Damage and stability assessment techniques are developed for evaluating the seismic performance of composite steel-concrete moment frames. The approach features a new seismic damage index based on cumulative member ductility ...
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    Explicit Fiber Beam-Column Elements for Impact Analysis of Structures 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 007
    Author(s): Gendy Samer Sabry F. Mehanny;Ayoub Ashraf
    Publisher: American Society of Civil Engineers
    Abstract: The solution of impact problems requires advanced computational techniques to overcome the difficulties associated with large short-duration loads. Such cases typically use the explicit time integration method because it ...
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    Evaluating Code Criteria for Regular Seismic Behavior of Continuous Concrete Box Girder Bridges with Unequal Height Piers 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 006
    Author(s): J. E. B.; Guirguis; S. S. F.; Mehanny
    Publisher: American Society of Civil Engineers
    Abstract: The seismic design and response prediction of irregular bridges supported on piers of unequal heights—a commonly adopted solution when crossing steep-sided valleys—represent a particularly challenging problem that is yet ...
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    Erratum for “Evaluating Code Criteria for Regular Seismic Behavior of Continuous Concrete Box Girder Bridges with Unequal Height Piers” by J. E. B. Guirguis and S. S. F. Mehanny 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author(s): J. E. B.; Guirguis; S. S. F.; Mehanny
    Publisher: American Society of Civil Engineers
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    Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:005
    Author(s): M. M. N. Farag;S. S. F. Mehanny;M. Kohrangi;D. Vamvatsikos;M. M. Bakhoum
    Publisher: American Society of Civil Engineers
    Abstract: The buffer–gap–elastomeric bearings system used in precast girder bridges with relatively short piers is one of the efficient hybrid seismic isolation schemes. However, there are many uncertain environmental, material, and ...
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    Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 005
    Author(s): M. M. N. Farag; S. S. F. Mehanny; M. Kohrangi; D. Vamvatsikos; M. M. Bakhoum
    Publisher: American Society of Civil Engineers
    Abstract: The buffer–gap–elastomeric bearings system used in precast girder bridges with relatively short piers is one of the efficient hybrid seismic isolation schemes. However, there are many uncertain environmental, material, and ...
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