... of plastic collapse. These premises lead to a classic linear programming problem which is readily solved when posed in numerical terms. In this Paper, the problem is solved algebraically and thesolutions are thus applicable to frames of arbitrary dimensions, with an arbitrary number of bays...

...YK CHEUNG; LG THAM; WY LI © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY SPLINE FINITE STRIP ANALYSIS METHODS CURVED SLABS BRIDGES STRESS TOOLS FINITE ELEMENTS NUMERICAL ARBITRARY SHAPE DECKS TRANSFORMATION THEORY COORDINATES THIN PLATES MODELS BENDING...

... EXPERIMENTS QUALITY ECONOMICS COSTS EXPRESSION ARBITRARY DENSITY MODULUS OPC PORTLAND ORDINARY TROPICAL CLIMATE PROCEDURE PAKISTAN ASIA EUROPE Proc. Instn Ciu. Engrs, Part 1, 1982,72, Aug., 355-366 New method for proportioning concrete mix 1. H. HAMDANI,BSc* The new method...

...DSQ ISAACSON; PK STANSBY © Thomas Telford and ICE 1980 BRITISH COLUMBIA UNIVERSITY MANCHESTER UNIVERSITY INERTIA CONFIGURATION EFFICIENCY SOURCES VELOCITY WAVES VORTICES CYLINDERS ARBITRARY RETAINING ELEMENTS FORCES VORTEX FLOW SHEET REPRESENTATION CALCULATIONS...

...PK STANSBY © Thomas Telford and ICE 1980 SALFORD UNIVERSITY INERTIA CONFIGURATION BOUNDARIES REPRESENTATION STRENGTH NUMERICAL WAVES PROGRAMS UNIFORM COEFFICIENTS CYLINDERS ARBITRARY FORCES OSCILLATING DISTRIBUTION INFLUENCE DIFFRACTION THEORY VELOCITY FLOW...

...SH CHUE © Thomas Telford and ICE 1978 MALAYA UNIVERSITY UNIVERSAL SURFACE AIR COEFFICIENTS FLOW BOUNDARY LAYERS HYDRAULIC TRANSITION CHARACTERISTICS HIGH SIMILARITY PROFILES FRICTION WIND ROUGHNESS SEA ARBITRARY TURBULENT DEFORMATION ROUGH ROUGHNESS CONSTANT...

...AW WEGMULLER; ST VENANT © Thomas Telford and ICE 1973 ALABAMA UNIVERSITY SHAPE NUMERICAL METHODS TORSION TECHNIQUES PLATES ARBITRARY SOLID FINITE ELEMENTS BENDING TN 87 St Venant torsionof arbitrarily shaped solid cross-sections Introduction The problem of St Venant...

...JPT KALKWIJK; JA PERKINS; P ACKERS; BC YEN; AJM HARRISON; AS SEVUK © Thomas Telford and ICE 1971 HYDRAULICS RESEARCH STATION ILLINOIS UNIVERSITY DISCHARGES MEASUREMENT SHAPE THICKNESS DEVICES EQUATIONS DEPTH ARBITRARY DISPLACEMENT 7331 DISCUSSION A note...

...B NATH © Thomas Telford and ICE 1971 LONDON UNIVERSITY COUPLED GRAVITY FORCED GROUND DEPTH FREQUENCY EXCITATION HYDRODYNAMICS DAMS MOTION DAMPING FORMULAE THEORY ARBITRARY RESPONSES HORIZONTAL RESERVOIRS NATURAL COUPLING 7308 Coupled hydrodynamic response...

...AC CASSALL; WL WOOD; KR RUSHTON; JH DAVIDSON 7210 DISCUSSION Shells of revolution under arbitrary loading.and theuse of fictitious densities in dynamic relaxation A. C. CASSELL Dr Winifred L. Wood, Department of Mathematics, University of Reading It would be interesting if the Author could say...

...JPT KALKWIJK © Thomas Telford and ICE 1970 DELFT UNIVERSITY OF TECHNOLOGY DISCHARGES MEASUREMENT SHAPE WEIRS STRUCTURES HEADS THICKNESS VELOCITY ARBITRARY DEVICES METHODS VENTURI ENTRANCES BOUNDARY LAYERS PROPAGATION EQUATIONS DEPTH FLUMES PRISMATIC ENERGY...

... CALCULATIONS STRESS RULES STRAIN DAMPING ARBITRARY FICTITIOUS DENSITY TRACTION EQUATIONS CYLINDRICAL DRUMHEADS DISPLACEMENT NUMERICAL COMPUTERS PLATES STRUTS 7210 Shells of revolution under arbitrary loading and the use of fictitious densities in dynamic relaxation...

... EARTHQUAKES NUMERICAL DYNAMICS FREQUENCIES EFFECT FREE ARBITRARY INCLINED 7171 Hydrodynamic pressures on high dams due t o vertical earthquake motions The hydrodynamicpressuresgenerated on highgravitydams,bothverticaland inclined to thevertical,due to verticalearthquakemotions havebeen obtained...

... PLATES SHEAR HEADS ARBITRARY CONDITIONS FINITE ELEMENTS COMPUTERS BENDING DEFORMATION GRILLAGES © Thomas Telford and ICE 1968 7059 DISCUSSION Slab bridges with arbitrary shape and Support conditions: a general method of analysis based on finiteelements Y. K. CHEUNG, 1. P. KING & 0. C...

...A H MATTOCK PORTLAND CEMENT ASSOCIATION IMPERIAL COLLEGE REDISTRIBUTION DESIGN BENDING MOMENTS REINFORCED CONCRETE CONTINUOUS BEAMS ARBITRARY TESTS TWO SPAN DISTRIBUTION SIMULATION STEEL SPANS PERFORMANCE DESTRUCTION FLEXURE LOADS FAILURES Paper No. 6314...