PRACTITIONER'S FORUM
Dec 1, 1998
Shear Controversy
Publication: Journal of Structural Engineering
Volume 124, Issue 12
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References
1.
AASHTO LRFD Bridge Design Specifications. (1996). 1st Ed., American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Collins, M. “Readers' comments to ‘Shear behavior of full‐scale prestressed concrete girders: comparison between AASHTO specifications and LRFD code,’ by M. A. Shahawy and B. de V. Batchelor.” PCI J., 42(3), 72–93.
3.
Kulicki, et al. (1997). “Readers' comments to ‘Shear behavior of fullscale prestressed concrete girders: comparison between AASHTO specifications and LFRD code,’ by M. A. Shahawy and B. de V. Batchelor.” PCI J., 42(3), 72–93.
4.
Shahawy, M. A. and Batchelor, B. de V. (1996). “Shear behavior of fullscale prestressed concrete girders: comparison between AASHTO specifications and LRFD code.” PCI J., 41(3), 48–62.
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Copyright © 1998 ASCE.
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Published online: Dec 1, 1998
Published in print: Dec 1998
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John B. Mander, Associate Editor
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