DISCUSSIONS AND CLOSURES
Jan 1, 1994
Closure to “Probabilistic Design of Open Drainage Channels” by Said M. Easa (November/December, Vol. 118, No. 6)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthor: Said M. EasaAuthor Affiliations
Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 1
0733-9437(1994)120:1(228)/asset/6a00fa05-60f7-400c-b133-f52693b55e24/assets/(asce)0733-9437(1994)120:1(228).fp.png)
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References
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Ditlevsen, O. (1982). “Model uncertainty in structural reliability.” Struct. Safety, 1(1), 73–86.
2.
Melching, C. S., Yen, B. C., and Wenzel, H. G. Jr. (1991). “Output reliability as guide for selection of rainfall‐runoff methods.” J. Water Resour. Plng. and Mgmt., ASCE, 117(3), 383–398.
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Ronold, K. O. (1990). “Random field modeling of foundation failure modes.” J. Geotech. Engrg., ASCE, 116(4), 554–570.
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Ronold, K. O., and Bjerager, P. (1992). “Model uncertainty representation in geotechnical reliability analysis.” J. Geotech. Engrg., ASCE, 118(3), 363–377.
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Rosenblueth, E. (1975). “Point estimates for probability moments.” Proc., Nat. Acad. Sci., 72(10), 3812–3814.
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Rosenblueth, E. (1981). “Point estimates for probability.” Appl. Math. Modeling, 5(5), 329–335.
Information & Authors
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Published In
Journal of Irrigation and Drainage Engineering
Volume 120 • Issue 1 • January 1994
Pages: 228 - 229
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Published online: Jan 1, 1994
Published in print: Jan 1994
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Authors
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Said M. Easa
Prof., Dept. of Civ. Engrg., Lakehead Univ., Thunder Bay, Ontario, Canada P7B 5E1
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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