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    Discussion of “<i>Free Vibration of Parabolic Cables</i>” by Anestis S. Veletsos and George R. Darbre (February, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Energy Analysis of Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
    Abstract: A new method for the analysis of cable‐stayed bridges is presented. The method uses the potential energy of the stayed girder with an iterative procedure. It was found that the iterative procedure is convergent and that a ...
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    Discussion of “<i>Inelastic Lateral Torsional Buckling of Beams</i>” by Bruce A. Hollinger and C. P. Mangelsdorf (August, 1981) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Gravity Stiffness of Classical Suspension Bridges</i>” by Alan Jennings (January, 1983) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Analysis of Cable‐Stayed Bridges Supported by Flexible Towers</i>” by Fakhry Aboul‐ella (December, 1989, Vol. 114, No. 12) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Energy Analysis of Double‐Plane Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
    Abstract: A new method for the torsional analysis of cable‐stayed bridges is presented. The method is based on the potential energy of the stayed girder, and the solution is obtained through an iterative procedure. The iterative ...
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    Discussion of “<i>Effect of Cable Stiffness on Cable‐Stayed Bridges</i>” by P. Krishna, A. S. Arya, and T. P. Agrawal (September, 1985, Vol. 111, No. 9) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Energy Analysis of Cable‐Stayed Bridges</i>” by Hassan I. A. Hegab (May, 1986, Vol. 112, No. 5) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
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    Parametric Investigation of Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Hassan I. A. Hegab
    Publisher: American Society of Civil Engineers
    Abstract: A parametric study on three‐span cable‐stayed bridges with a radiating system of cables is presented. It is intended to investigate the effect of the stiffnessses of cables, pylons, and girders, as well as the effect of ...
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