- 87-R7. 1
- FHWA/VA-86/21 1
- VHRC 73-R3 1
- VHTRC 75-R6 1
- VHTRC 76-R16 1
- VHTRC 77-R5 1
- VHTRC 78-R15 1
(Max 200)
- :McCormick, Fred C ;Alper, Husamettin1975-01-01:Three single section and one trisection girder, s eight feet long were fabricated and load tested to determine the deflection, strain, and creep chara...
- :McCormick, Fred C1974-01-01:The structural behavior of a series of laboratory test specimens was investigated to determine the ultimate strength, the deformation characteristics,...
- :McCormick, Fred C1973-01-01:An investigation was conducted of the structural behavior of a flexural member composed entirely of glass-fiber reinforced polyester resin. Three expe...
- :McCormick, Fred C1976-01-01:Several modifications were made in the design of a glass-reinforced plastic girder in an effort to improve its load-deflection performance characteris...
- :McCormick, Fred C1985-01-01:A discussion of the behavior of the superstructure of a pedestrian bridge fabricated with glass-reinforced plastic under a field load test is presente...
- :McCormick, Fred C1986-01-01:Static and cyclic load tests were conducted on a 16-ft long bridge constructed with fiberglass materials. Approximately 1.6 million cycles of loads we...
- :McCormick, Fred C1977:Discussed are the design, fabrication, and load testing of girders composed entirely of glass-reinforced polyester (GRP) resin. The girders were 4.9 m...
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