DISCUSSIONS AND CLOSURES
Jun 1, 1996
Discussion: Negative Shear Lag in Framed-Tube Buildings
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VIEW THE REPLYAuthors: M. Rovňák and L'. RovňákováAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 122, Issue 6
0733-9445(1996)122:6(711)/asset/b5053670-0ae3-453c-bf6a-22307a739d91/assets/(asce)0733-9445(1996)122:6(711).fp.png)
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References
1.
Křístek V., and Studnička(1988). “Discussion of `Negative shear lag in cantilever box girder with constant depth' by S. T. Chang and F. Z. Zheng.”J. Struct. Engrg., ASCE, 114(9), 2168–2173.
2.
Křístek V., and Studnička, J. (1991). “Negative shear lag in flanges of plated structures.”J. Struct. Engrg., ASCE 117(12), 3553–3569.
3.
Singh, Y., and Nagpal, A. K.(1994). “Negative shear lag in framed-tube buildings.”J. Struct. Engrg., ASCE, 120(11), 3105–3121.
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Published In
Journal of Structural Engineering
Volume 122 • Issue 6 • June 1996
Pages: 711 - 713
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Jun 1, 1996
Published in print: Jun 1996
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Authors
Affiliations
M. Rovňák
Asst. Prof., Dept. of Concr. Struct. and Bridges, Tech. Univ. of Košice, Vysokoškolská 4, SK-042 00 Košice, Slovakia.
L'. Rovňáková
Asst. Prof., Dept. of Mech. Tech., Univ. of Košice, Moyzesova 34, SK-042 00 Košice, Slovakia.
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