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Results 1-9 of 9 (Search time: 0.022 seconds).
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Issue DateTitleAuthor(s)
1987-12Procedure for static analysis of gravity dams using the finite element method : phase 1AGeorgia Institute of Technology; CASE Task Group on Finite Element Analysis; Computer-Aided Structural Engineering Project (U.S.); Will, Kenneth M., 1947-
1992-05Finite element modeling of welded thick plates for Bonneville Navigation LockOhio State University; United States. Army. Corps of Engineers. Portland District; Computer-Aided Structural Engineering Project (U.S.); Jaeger, John J.; Feng, Zhili; Kim, Dong S.; Lee, Sung G.; Papritan, James C.; Shim, Yong L.; Tsai, Chon L.
1992-09Refined stress analysis of Melvin Price Locks and DamUnited States. Army. Corps of Engineers. St. Louis District; Computer-Aided Structural Engineering Project (U.S.); Jones, H. Wayne
2002-12Risk assessment procedures for innovative navigation projectsBen C. Gerwick, Inc.; United States. Army. Corps of Engineers. New England District; Innovations for Navigation Projects Research Program (U.S.); Tuholski, Neil J.; Gluver, Henrik; Cornell, C. Allin; Gerwick, Ben C.; Patev, Robert C.; Padula, Joseph A., 1955-
2002-12Risk analysis of design-improvement alternatives to the Lindy Claiborne Boggs Lock and DamBMA Engineering, Inc.; United States. Army. Corps of Engineers. New England District; Innovations for Navigation Projects Research Program (U.S.); Ayyub, Bilal M.; Blair, Andrew Nyakaana; Patev, Robert C.
2002-12Expert-opinion elicitation for the risk analysis of design-improvement alternatives to the Lindy Claiborne Boggs Lock and DamBMA Engineering, Inc.; United States. Army. Corps of Engineers. New England District; Innovations for Navigation Projects Research Program (U.S.); Ayyub, Bilal M.; Patev, Robert C.; Blair, Andrew Nyakaana
1987-09Comparison of axial capacity of vibratory-driven piles to impact-driven pilesUnited States. Army. Corps of Engineers. Lower Mississippi Valley Division; Mosher, Reed L.
1995-06Three-dimensional, nonlinear, incremental structural analysis of a culvert valve monolith wall, Olmsted locksUnited States. Army. Corps of Engineers. Louisville District; Fehl, Barry D., 1957-; Merrill, Chris A.
1992-12Computer-aided, field-verified structural evaluation. Report 2, Field test and analysis correlation at John Hollis Bankhead Lock and DamComputer-Aided Structural Engineering Project (U.S.); Commander, Brett C.; Schulz, Jeff X.; Goble, George G.; Chasten, Cameron P.