... PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746 STRUCTURBAULILDAINNDG Three-dimensional non-linear finite-element model forstructural concrete. Part 1:main features and objectivity study F...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE PROBLEMS GENERALITY PARAMETERS DESIGN PRACTICAL TOOLS ANALYSIS UNIAXIAL CYLINDERS COMPRESSIVE STRENGTH MIX MODELLING COMPONENTS PLAIN PRISMS...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

... at the onset of local failure. The results showed that this novel form of confinement improves significantly both strength and deformational capacity. Strength gain over plain concrete prisms was up to 55% and longitudinal strains of up to 57000 microstrains were measured. Taken together, these properties give...

... to theplate. The prism under investigation which spanned approximatelythe whole widthof the flumewas held horizontally by twoidentical very thinarmseach 6 mmwide. Thetwoarms were separated by a distance of 250 mm. Each arm was attached to a shaft and each shaftin turn passed through a pair...

... by analysis of an equivalent prism composedof flat panels. For the analysis of the narrow-panelled cylinders, a column model resting on elasticspringsisproposed. Theanalysistakesintoaccount,inasimplifiedmanner,the significant features of the problem, namely the interaction of local and overall modes...

...BJB GAULD; DM SYKES © Thomas Telford and ICE 1978 KINGSTON POLYTECHNIC CITY UNIVERSITY LONDON SENSITIVITY TURBULENCE MODELLING TESTS PRISMS ASPECT REATTACHMENT GRIDS LOW ARCHITECTURAL AIR INTENSITY WIND TUNNELS ISOLATED RATIOS BASES LATTICE MODELS FLOW SCALE...

...PK FOSTER; DO BRIDGEMAN © Thomas Telford and ICE 1973 N Z POTTERY AND CERAMICS RESEARCH ASSOC PRISMS CONTROL CONDITIONS COMPRESSIVE MATERIALS TESTS MASONRY STRENGTH LOADS DESIGN BRICKS AXIAL BRICKWORK NEW ZEALAND 7582 SYNOPSIS Prism tests for the design...

...OC ZEINKIEWICZ; JJM TOO; FOURIER 7450 The finite prism in analysis of thick simply supported bridge boxes A combination of Fourier series and finite element expansion is used to study three- dimensionalstructures of constantcross-sectionsweeping a solidvolumealonga straight or curved generator...

...M M HANNA © Thomas Telford and ICE 1963 EIN SHAMS UNIVERSITY STRESS CIRCULAR PIPES BURIED OPEN CUTS IRRIGATION SIPHONS LOADS OVERBURDEN WEIGHT SOILS PRISMS PLANE TANGENTS GROUND REACTIONS RADIAL DISPLACEMENT FORCES BENDING MOMENTS LOADING SEWERS TUNNELS...