Decision structures for recognition.

Mode of access: Internet.

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

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

A switching theory for bilateral nets of threshold elements.

Issued also as thesis, University of Illinois.

Impedance properties of complementary multiterminal planar structures /

"Contract AF33(616)-6079 Project No. 9-(13-6278) Task 40572. Sponsored by: Wright Air Development Center"

Measuring the capacitance per unit length of biconical structures of arbitrary cross section /

"Contract No. AF33(616)-3220 Project No. 6(7-4600) Task 40572 Wright Air Development Center"

Non-planar logarithmically periodic antenna structures /

"Contract AF33(616)-3220 Project No. 6(7-4600) Task 40572 Wright Air Development"

A PLATO lesson on information structures /

"UIUCDCS-R-74-615"

A systematic approach to the design of structures for arithmetic /

"NSF-MCS-80-00058"--Cover.

Acceleration and impact of structures moved by tsunamis or flash floods /

"February 1978."

Correlating seabed drifter weights to sand threshold conditions in wave and wave/current environments /

"December 1994."

Some observations on the economics of "overdesigning" rubble-mound structures with concrete armor /

"June 1981."

Sedimentary properties of salt wash sandstones as related to primary structures.

"Contract No. AT-30-1-1182."

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.

Standard specifications for highway bridges and incidental structures.

Mode of access: Internet.

Theory of statically indeterminate structures /

Photocopy of typescript produced by microfilm-xerography. Ann Arbor, Mich. : University Microfilms, 1975. -- 23 cm.