Discussion of “Analysis of Shear Lag Anomaly in Box Girders” by S. C. Lee, C. H. Yoo, and D. Y. Yoon
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VIEW THE REPLYAuthors: M. Rovňák and A. ĎuricováAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 130, Issue 11
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References
1.
Křístek, V., and Studnička, J. (1991). “Negative shear lag in flanges of plated structures.” J. Struct. Eng., 117(12), 3553–3569.
2.
Moffatt, K. R., and Dowling, P. J. (1975). “Shear lag in steel box girder bridges.” ASCE J. Struct. Div., 53(10), 439–448.
3.
Rovňák, M., and Ďuricová, A. (2003). “Discussion of ‘Negative shear lag effect in box girders with varying depth’ by Q. Z. Luo, J. Tang, and Q. S. Li.” J. Struct. Eng., 129(2), 269–271.
4.
Rovňák, M., and Rovňáková, Ľ. (1996). “Discussion of ‘Negative shear lag in framed-tube buildings’, by Y. Singh, and A. K. Nagpal.” J. Struct. Eng., 122(6), 711–712.
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Singh, Y., and Nagpal, A. K. (1994). “Negative shear lag in framed-tube buildings.” J. Struct. Eng., 120(11), 3105–3121.
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Published online: Oct 15, 2004
Published in print: Nov 2004
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M. Rovňák
Associate Professor, Dept. of Concrete Structures and Bridges, Technical Univ. of Košice, Vysokoškolská 4, SK-042 00 Košice, Slovakia. E-mail: [email protected]
A. Ďuricová
Associate Professor, Dept. of Steel and Timber Structures, Technical Univ. of Košice, Vysokoškolská 4, SK-042 00 Košice, Slovakia.
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