Discussion of “Behavior of Prestressed Steel Beams” by B. Belletti and A. Gasperi
Authors: L. M. Gupta [email protected], G. N. Ronghe [email protected], and A. P. Khatri [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 138, Issue 6
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References
Gupta, L. M., Ronghe, G. N., and Naghate, M. K. (2003). “Behaviour and stability of prestressed steel plate girder for torsional buckling.” Steel Composite Struct., 3(1), 65–73.
Gupta, L. M., Ronghe, G. N., and Panpate, A. S. (1999). “Parametric study of prestressed unsymmetrical steel beams.” J. IESJOIEEH, 40, 94–100.
Murthy, A. V. H., and Gupta, L. M. (2002). “Analysis and design of prestressed simply supported/continuous steel beams.” J. Struct. Eng. (India), 29(2), 129–134.
Ronghe, G. N., and Gupta, L. M. (1999). “Study of tendon profile on analysis and design of prestressed steel beam.” Proc., 2nd Int. Conf. on Advances in Structures, ICASS-99, Hong Kong, 15–17.
Ronghe, G. N., and Gupta, L. M. (2002a). “Experimental study of prestressed steel bridge plate girder with different tendon profile.” J. Ing. IABSE, 32(4), 1–21.
Ronghe, G. N., and Gupta, L. M. (2002b). “Parametric study of tendon profiles in prestressed steel plate girder.” Adv. Struct. Eng., 5(2), 75–85.
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© 2012. American Society of Civil Engineers.
History
Received: Jan 31, 2011
Accepted: Aug 1, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Professor, Visvesvaraya National Institute of Technology, Nagpur, India (corresponding author). E-mail: [email protected]
Professor, Visvesvaraya National Institute of Technology, Nagpur, India. E-mail: [email protected]
Assistant Professor, Visvesvaraya National Institute of Technology, Nagpur, India. E-mail: [email protected]
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