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Determining overland flow hydrographs from sections of nonuniform width
(Virginia Polytechnic Institute and State University, 1982)
Dimensionless hydrographs and equations for the time of equilibrium were developed for sections of nonuniform width. In order to determine the dimensionless hydrographs the equations of momentum and continuity were solved ...
A comparison of displacement and hybrid stress models for two dimensional finite element analysis
(Virginia Polytechnic Institute and State University, 1987)
An eight-node isoparametric hybrid stress element is developed for two dimensional plane stress and plane strain analyses. The assumed stresses are represented by 18 unknown parameters. An eight-node isoparametric displacement ...
Unsteady flow in the Third Navigation Channel, Gezhouba Water Control Project, China
(Virginia Polytechnic Institute and State University, 1987)
Based on the de St Venant Equations, the Preissmann's implicit finite difference scheme, and the double sweep algorithm, a mathematical model for one-dimensional subcritical unsteady flow in the Third Navigation Channel ...
The development of a construction material using electric arc furnace dust
(Virginia Polytechnic Institute and State University, 1988)
During the 1970s, the United States passed a series of laws regulating the handling and disposal of hazardous material. The new rules drastically increased the cost of processing toxic wastes. Consequently, many producers ...
Computer analysis of Cross Canyon culvert
(Virginia Polytechnic Institute and State University, 1982)
Buried culvert has its contribution in improving the convenience and quality of human life. The research of buried culvert in the past decades makes it to serve people more widely and efficiently. The research project of ...
Analytical and experimental investigation of a flush moment end-plate connection with six bolts at the tension flange
(Virginia Polytechnic Institute and State University, 1989)
An analytical and experimental investigation was conducted to study the six bolt flush moment end-plate connection configuration which is used in steel frame construction. The limit states of plate yielding and bolt fracture ...
Tracing the fundamental and secondary equilibrium paths of geometrically nonlinear space trusses using the modified Riks/Wempner method
(Virginia Polytechnic Institute and State University, 1982)
The modified Riks/Wempner method was examined for elastic, geometrically nonlinear space trusses. A computer program, RWCNR, was developed using the Riks/Wempner algorithm. The study includes an examination of three trusses, ...
Effects of nonhomogeneous cementation in soils on resistance to earthquake effects
(Virginia Polytechnic Institute and State University, 1985)
Small amounts of cementation in a sand increase its ability to sustain static and dynamic loads, even in a liquefaction type environment. This has been shown in previous research examining the behavior of both naturally ...
Investigation of the shear lag coefficient for welded tension members
(Virginia Tech, 1989-12-05)
<p>Shear lag is a non-uniform distribution of stress resulting when
all cross sectional elements are not directly connected. This
phenomenon renders the cross section only partially effective in
resisting tensile loads. ...
Vessel induced physical effects related to navigation changes on the Kanawha River, West Virginia
(Virginia Tech, 1988-09-05)
<p>The U.S. Army Corps of Engineers is investigating ways to improve lockage efficiency
at the Marmet Locks on the Kanawha River, West Virginia. These improvements are
needed to meet projected future river traffic demands. ...