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    Cable-Stayed Bridges—Parametric Study 

    Source: Journal of Bridge Engineering:;1997:;Volume ( 002 ):;issue: 002
    Author(s): T. P. Agrawal
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the effect of number of cables and the length of central panel on the behavior of radiating-type cable-stayed bridges has been investigated. The study was carried out for double-plane bridges with 12, 20, ...
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    Closure to “Cable‐Stayed Bridges—Parametric Study” by T. P. Agrawal 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 003
    Author(s): T. P. Agrawal
    Publisher: American Society of Civil Engineers
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    Effect of Cable Stiffness on Cable‐Stayed Bridges 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): P. Krishna; A. S. Arya; T. P. Agrawal
    Publisher: American Society of Civil Engineers
    Abstract: The effect of cable stiffness on the behavior of cable‐stayed bridges is presented. Bridges of radiating arrangement with 12, 20, 28, and 36 cables per plane were investigated. Three cases of side to main span ratios, 0.35, ...
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    Closure to “<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): P. Krishna; A. S. Arya; T. P. Agrawal
    Publisher: American Society of Civil Engineers
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