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Results 1-10 of 32 (Search time: 0.084 seconds).
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Issue DateTitleAuthor(s)
2021-05Finite element analysis of quoin block deterioration and load transfer mechanisms in miter gates : pintle and pintle connectionsDixon, DeAnna L.; Hodo, Wayne D.
1995-06Comparison of barge impact experimental and finite element results for the lower miter gate of Lock and Dam 26Georgia Institute of Technology.; U.S. Army Engineer Waterways Experiment Station; Will, Kenneth M.
1976-10Finite element method for analysis and design of pilesUnited States. Army. Corps of Engineers. Lower Mississippi Valley Division.; Desai, C. S. (Chandrakant S.), 1936-
1989-06Thermal stress analysis of lock wall, Dashields Locks, Ohio RiverUnited States. Army. Corps of Engineers. Pittsburgh District.; Hammons, Michael I.; Garner, Sharon B.; Smith, Donald M.
1988-02Summary of the Richard B. Russell Concrete Dam Vibration StudyUnited States. Army. Corps of Engineers. Savannah District.; Wright, R. Stephen.; Chiarito, Vincent P.; Hall, Robert L.
1992-12Nonlinear, incremental structural analysis of Olmsted Locks and Dams. Volume I, Main textInformation Technology Laboratory (U.S.); United States. Army. Corps of Engineers. Louisville District.; Garner, Sharon B.; Bombich, Anthony A.; Norman, C. Dean.; Merrill, Chris A.; Fehl, Barry D., 1957-; Jones, H. Wayne.
1986-12Seismic analysis of gravity damsCole, Robert A.; Cheek, James B.
1992-12Nonlinear, incremental structural analysis of Olmsted Locks and Dams. Volume II, Appendixes A through IInformation Technology Laboratory (U.S.); United States. Army. Corps of Engineers. Louisville District.; Garner, Sharon B.; Bombich, Anthony A.; Norman, C. Dean.; Merrill, Chris A.; Fehl, Barry D., 1957-; Jones, H. Wayne.
1987-03Nonlinear response of concrete gravity dams to strong earthquake-induced ground motionJaycor.; Mlakar, Paul F.
2000-09Nonlinear, incremental structural analysis of Zintel Canyon Dam : Main reportUnited States. Army. Corps of Engineers. Walla Walla District.; Hollenbeck, Robert E.; Tatro, Stephen Brent.

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