...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...JR WEST; AP COTTON Proc. Instn Ciu. Engrs, Part 2, 1980, 69, June, 491-498. TN 243 Transverse diffusionfour nidirectional flow in wide open channels J. R. WEST, BSc, PhD, MICE, MlWES* A. P. COTTON, BSc. PhD f' ThePaperconsiderstheproblem of determiningvalues of thetransversediffusion...

...A KUMAR; BRESSE; KJ ENEVER; J ALLEN © Thomas Telford and ICE 1979 CITY UNIVERSITY QUEEN MARY COLLEGE INTEGRAL VARIED CHANNELS EQUATIONS NARROW LENGTH SOLUTIONS EQUATIONS TRIANGULAR WIDE ACCURACY GRADUALLY RECTANGULAR FORMULAE WIDTH PROFILES Proc. Insln Ch. Engrs...

... arerelated to the depth of flow and the integration is carried out in small reaches of the channel in which KB/P remains sensibly constant. Other methods of indirect integration have also been suggested.1.2 Direct integration of the profile slope equation (4) 6. For wide rectangular channels, b>>hand m z h...

...). It is worthnotingthatthevaluesfor E derivedabove arenot widely divergent. 14. It may be argued that to use the mean of the stress conditions prevailing at the endof construction, as above,is to overestimate the meanstress applicable to thewhole of theconstructionsequence.Hence a higher elasticity value, E=40 OOO kN/m2...

...MR HORNE; R NARAYANAN Proc. Instn Civ. Engrs, Part 2, 1975.59, Sept., 501-514 7842 An approximate method for the design of stiffened steel compression panels An approximate method for the analysoisf wide stiffened flange plates loaded axially is presented. The method allows for the reduction...

...GA CHAMPNISS; MGE BRISTOW © Thomas Telford and ICE 1975 AIRCRAFT LARGE JETS BODIES TURBULENCE FIRES OPERATIONS SIZE AEROPLANES TAXIWAYS WAKE REMOVAL WIDE AIRPORTS RUNWAYS FACILITIES CAPACITY IMMOBILE Proc. Insrn Civ. Engrs, Part 1, 1975, 58, May, 301-303...

...JCS HANSEN; WD MACMILLAN © Thomas Telford and ICE 1971 SIR ALEXANDER GIBB AND PARTNERS BRISTOL UNIVERSITY DYNAMICS BRIDGES MODELS DEFLECTION RESPONSES LOADS STUDIES WIDE MOVING TORSION 7394 SYNOPSIS Dynamic response of wide bridges t o moving loads J . C. S. HANSEN, BSC...

...N W B CLARKE; A G I SHAYO © Thomas Telford and ICE 1964 JP & DM WATSON WIDE TRENCHES CONDITIONS EFFECT LOADS RIGID UNDERGROUND CONDUITS TRANSITION DEPTH UNIFORM SURCHARGE Discussion on Paper No. 6688* The wide trench condition and its effect on the loads imposed...

... and uniform surcharge loads given in a previous paper1 are not applicable, since some or all the frictional forces in the fill are reversed. This is known as the wide trench condition. Under this condition the fill and uniform surcharge loads are independent of trench width and thefill load reaches...