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Keywords: PRISMS
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Journal Articles
THREE-DIMENSIONAL NON-LINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE. PART 1: MAIN FEATURES AND OBJECTIVITY STUDY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 517–544.
Published: 01 September 1991
... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...
Journal Articles
THREE-DIMENSIONAL NON-LINEAR FINITE-ELEMENT MODEL FOR STRUCTURAL CONCRETE. PART 2: GENERALITY STUDY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 545–560.
Published: 01 September 1991
...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...
Journal Articles
TECHNICAL NOTE. TIME-DEPEDENT DISTRIBUTIONS OF STRAIN AND BOND STRESS ALONG TENSION REINFORCEMENT.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1990) 89 (2): 301–312.
Published: 01 June 1990
...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...
Journal Articles
AXIALLY LOADED CONCRETE COLUMNS WITH NON-UNIFORM LATERAL CONFINEMENT
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Proceedings of the Institution of Civil Engineers (1987) 83 (1): 243–262.
Published: 01 March 1987
... FACTORS LOCAL STRENGTH STRESS FAILURES DEFORMATION CAPACITY ENERGY ABSORPTION BEHAVIOUR SEISMIC REPAIRS STRUCTURES PERMANENT DISSIPATION PRISMS EXPERIMENTS LONGITUDINAL SPECIMENS INSTRUMENTATION PROCEDURE TESTING DUCTS Proc. Instn Cio. Engrs, Part 2, 1987,83, Mar., 24S262 PAPER...
Journal Articles
ON THE CROSS FLOW RESPONSE OF CYLINDRICAL STRUCTURES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1983) 75 (3): 397–418.
Published: 01 September 1983
... 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...
Journal Articles
ANALYSIS OF THE BEHAVIOUR OF AXIALLY COMPRESSED STRINGER-STIFFENED CYLINDRICAL SHELLS.
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Proceedings of the Institution of Civil Engineers (1980) 69 (2): 447–472.
Published: 01 June 1980
... 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...
Journal Articles
TECHNICAL NOTE. THE SENSITIVITY OF ARCHITECTURAL MODELS TO TURBULENCE IN AN AIR FLOW.O
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (1): 189–197.
Published: 01 March 1978
... a windtunnelhasbeeninvestigatedexperimentally usingisolatedrectangularprismsof low aspectratio.Therectangularprismwas taken as the simplest form of a IOW rise building. Five prisms of varying depths were studied. These were placed on the floor of a low speed wind tunnel, whilethe level of turbulence in the working section was varied from...
Journal Articles
SYNOPSIS OF PAPER 7582. PRISM TESTS FOR THE DESIGN AND CONTROL OF BRICK MASONRY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 292.
Published: 01 March 1973
...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...
Journal Articles
THE FINITE PRISM IN ANALYSIS OF THICK SIMPLY SUPPORTED BRIDGE BOXES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1972) 53 (2): 147–172.
Published: 01 September 1972
...OC ZEINKIEWICZ; JJM TOO; FOURIER © Thomas Telford and ICE 1972 WALES UNIVERSITY SWANSEA FINITE BOX SIMPLE SERIES STUDIES CONSTANT TWO DIMENSIONAL CONCRETE PRISMS BRIDGES SUPPORTS FINITE ELEMENTS THREE DIMENSIONAL CURVED ENERGY LOADS THICK EXPANSION STRUCTURES...
Journal Articles
STRESSES IN CIRCULAR PIPES BURIED IN OPEN CUTS.
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Proceedings of the Institution of Civil Engineers (1963) 26 (4): 587–598.
Published: 01 December 1963
...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...
