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Issue DateTitleAuthor(s)
1998-06Investigation of the constitutive model used in nonlinear, incremental structural analysesStructures Laboratory (U.S.); Fehl, Barry D., 1957-; Garner, Sharon B.
1995-09Use of reinforcement in a nonlinear, incremental structural analysisFehl, Barry D., 1957-; Merrill, Chris A.
2002-11Numerical methods to model excavation of soil adjacent to retaining structuresVirginia Polytechnic Institute and State University; Innovations for Navigation Projects Research Program (U.S.); Gutierrez, Marte S.; Filz, George Michael, 1953-; Ebeling, Robert M., 1954-
1992-05User's guide for the incremental construction soil-structure interaction program SOILSTRUCTVirginia Polytechnic Institute and State University; Geotechnical Laboratory (U.S.); Ebeling, Robert M., 1954-; Peters, John F.; Clough, G. Wayne
1994-07Procedure for static analysis of gravity dams including foundation effects using the finite element method. Phase 1BComputer-Aided Structural Engineering Project (U.S.); Foster, Jerry; Jones, H. Wayne
2009-05Numerical investigation of miter gatesUniversity of Puerto Rico (Mayagüez Campus). Department of Civil Engineering and Surveying; Navigation Systems Research Program (U.S.); Riveros, Guillermo A.; Ayala Burgos, Jorge L.; Pérez, Jaime
1993-09Soil-structure interaction study of Red River Lock and Dam No. 1 subjected to sediment loadingGeotechnical Laboratory (U.S.); United States. Army. Corps of Engineers. Vicksburg District; Computer-Aided Structural Engineering Project (U.S.); Ebeling, Robert M., 1954-; Mosher, Reed L.; Abraham, Kevin, 1962-; Peters, John F.

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