Discussion of “Local Stresses and Crack Displacements in Reinforced Concrete Elements” by Yuichi Sato and Shigeru Fujii
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 130, Issue 5
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References
ASCE-ACI Committee 445. (1998). “Recent approaches to shear design of structural concrete.” J. Struct. Eng., 124(12), 1375–1417.
Collins, M. P.(1998). “Procedures of calculating the shear response of reinforced concrete elements: A discussion.” J. Struct. Eng., 124(12), 1485–1488.
Hsu, T. T. C.(1998). “Stresses and crack angles in concrete membrane elements.” J. Struct. Eng., 124(12), 1476–1484.
Kaufmann, W., and Marti, P.(1998). “Structural concrete: Cracked membrane model.” J. Struct. Eng., 124(12), 1467–1475.
Schlaich, J., Schafer, I., and Jennewein, M.(1987). “Towards a consistent design of structural concrete.” J. Prestress. Concr. Inst.,32(3), 74–150.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: Apr 15, 2004
Published in print: May 2004
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Himat Solanki, M.ASCE
Professional Engineer, Sarasota County Government, Development Services, 1301 Cattleman Rd., Sarasota, FL 34232.
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