Development of a procedure for the structural evaluation of superheavy load routes.

Texas Department of Transportation, Austin

The peak of the load; the waiting months on the hilltop from the entrance of the Stars and Stripes to the second victory of the Marne.

Mode of access: Internet.

Evaluation of deepwater ports mooring load monitoring and predication systems /

Final report; May 1978.

25.0 mph 26 degree crabbed moving barrier impact tests into a 26 degree load cell barrier face. Test #1: NHTSA deformable barrier face. Test #2: EEVC deformable barrier face. Test report.

Mode of access: Internet.

Load equivalency workshop synthesis. Interim report.

Federal Highway Administration, Office of Engineering and Highway Operations Research and Development, McLean, Va.

Effects of load, inflation pressure and tire deflection on truck tire noise levels. Final report.

Transportation Department, Office of Noise Abatement, Washington, D.C.

Development of guidelines for posting load limits on pavements. Final report.

Federal Highway Administration, Washington, D.C.

Cost and economic impact of tire reserve load requirements. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Large-scale load tests and data base of spread footings on sand/

"November 1997."

Evaluation of FMVSS 103 idle test vs. road load test. Final report.

National Highway Traffic Safety Administration, Office of Crash Avoidance, Washington, D.C.

Load regulation and dispatching in a network of computers /

Thesis (M. S.)--University of Illinois at Urbana-Champaign.

PLONE : a load-and-go compiler for a basic subset of PL1 /

"The original design and preliminary coding of the PLONE compiler was done in a seminar course on compilers led by Professor Robert S. Northcote at the University of Illinois during the fall semester of 1969"--P. iii.

Determination of mooring load and transmitted wave height for a floating tire breakwater /

"September 1979."

Prototype scale mooring load and transmission tests for a floating tire breakwater /

Prototype scale tests of the mooring load and wave transmission characteristics of a floating tire breakwater were conducted in the large wave tank at the Coastal Engineering Research Center. Standard Goodyear Tire and Rubber Co. 18-tire modules connected to form breakwaters, 4 and 6 modules (8.5 and 12.8 meters, 28 and 42 feet) wide in the direction of wave advance, were tested in water depths of 2 and 4 meters (6.56 and 13.12 feet). Monochromatic waves with a 2.64- to 8.25-second period range and heights up to 1.4 meters (4.6 feet) were used in the tests. Test results indicate that wave transmission is mainly a function of the breakwater width to incident wavelength ratio with a slight dependence on the incident wave height. However, the mooring forces are mainly a function of the incident wave height with only a slight dependence on the incident wavelength and breakwater width. Recommended design curves for the wave transmission coefficient versus breakwater width to wavelength ratio and mooring load as a function of incident wave height are presented. (Author).

A theory for the effect of mean stress on fatigue of metals under combined torsion and axial load or bending.

"Department of Army Project no. 5B99-01-004, Ordnance R and D Project no. TB2-0001, Office of Ordnance Research Project no. 1348, Contract no. DA-19-020-ORD-3250."