Discussion: New Analysis for Creep Behavior in Concrete Columns
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References
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Beasley, A. J. (1987a). “COLECS: a numerical solution for the prediction of elastic, creep, shrinkage and thermal deformations in the columns and cores of tall concrete buildings.”Res. Rep. CM 87/2, Dept. of Civ. and Mech. Engrg., Univ. of Tasmania, Hobart, Tasmania, Australia.
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Beasley, A. J. (1987b). “COLECS: a computer program for the analysis of elastic, creep, shrinkage and thermal deformations in the columns and cores of tall concrete buildings.”Res. Rep. CM 87/3, Dept. of Civ. and Mech. Engrg., Univ. of Tasmania, Hobart, Tasmania, Australia.
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Faber, O. (1927). “Plastic yield, shrinkage and other problems of concrete and their effects on design.”Minutes of Proc. Instn. of Civ. Engrs., London, U.K., 225, Part I, 27–73.
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Koutsoukis, M., and Beasley, A. J.(1994a). “Probabilistic shortening of tall concrete buildings.”Proc., 21st Australasian Struct. Engrg. Conf., Instn. of Engrs., Australia, Canberra, Australia, 1, 595–600.
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Published In
Journal of Structural Engineering
Volume 122 • Issue 11 • November 1996
Pages: 1389
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Nov 1, 1996
Published in print: Nov 1996
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