Heuristics that dynamically alter data structures to decrease their access time /

Vita.

Data structures and operator for new array types in OL/2 /

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

Characterization of a distributed data base system /

Thesis--University of Illinois at Urbana-Champaign.

A PLATO lesson on information structures /

"UIUCDCS-R-74-615"

Notes on AVL trees /

"Written as supplementary material for a course in data structures given by the Dept. of Computer Science of the University of Illinois at Urbana-Champaign, during the second semester of the 1970-71 academic year"--Leaf 1.

Design of structures to resist the effects of atomic weapons : weapons effects data.

Cover title.

Significant factors in truck ride quality. Volume III: data compendium. Final report.

Federal Highway Administration, Structures and Applied Mechanics Division, Washington, D.C.

Instrumentation for measuring pavement-vehicle interaction. Volume II: Digalog Systems operation and maintenance manual, data acquisition system, model DLI 203. Final report.

Federal Highway Administration, Structures and Applied Mechanics Division, Washington, D.C.

RSV test monitoring and data publication - Renault R20TS-to-Calspan RSV 75 degree right side impact at Renault. Final report.

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

RSV test monitoring and data publication - Renault R20TS-to-Calspan RSV 75 degree left side impact at Peugeot. Final report.

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

Reanalysis of wave runup on structures and beaches /

Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.

Impact of air attack in World War II: selected data for civil defense planning.

Division 1 "prepared under Subcontract 669-1 with Stanford Research Institute [by] Lehigh University, the Institute of Research."