DISCUSSIONS AND CLOSURES
Jul 1, 2000
Recent Approaches to Shear Design of Structural Concrete
Authors: M. Nasser Darwish, Hans Gesund, and Douglas D. LeeAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 7
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References
1.
Collins, M. P. (1998). “Procedures of calculating the shear response of reinforced concrete elements: A discussion.”J. Struct. Engrg., ASCE, 124(12), 1485–1488.
2.
Hsu, T. T. C. (1998). “Stresses and crack angles in concrete membrane elements.”J. Struct. Engrg., ASCE, 124(12), 1476–1484.
3.
Kulicki, J. M., Eshenaur, S. R., and Thomas, A. L. (1997). “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.
4.
Nakamura, H., and Higai, T. (1995). “Evaluation of shear strength of rc beam section based on extended modified compression field theory.” Concrete Library of Japan Soc. of Civ. Engrs., 25(June), 93–105.
5.
Shahawy, M. A., and Batchelor, B. de V. (1996). “Shear behavior of full scale prestressed concrete girders: Comparison between AASHTO specifications and LRFD code.” PCI J., 41(3), 48–62.
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Published online: Jul 1, 2000
Published in print: Jul 2000
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Authors
Affiliations
M. Nasser Darwish
Member, ASCE
Hans Gesund
Fellow, ASCE
Douglas D. Lee
Member, ASCE
ASCE
Assoc. Prof. of Struct. Engrg., Facu. of Engrg., Alexandria Univ., Alexandria 21544, Egypt.
Prof. of Struct. Engrg., Univ. of Kentucky, Lexington, KY 40506-0281. E-mail: [email protected]
Prin., Douglas D. Lee & Associates, Consulting Struct. Engrs., 6150 Foxglove Court, Fort Worth, TX 76112-1106. E-mail: [email protected]
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