...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...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...P G FOOKES; J R STONER; J H MACKINTOSH © Thomas Telford and ICE 1991 PRICE BROTHERS MAN MADE RIVERS PROJECTS CONCRETE TECHNOLOGY PRESTRESSED PIPES MANUFACTURE ARTIFICIAL CYLINDERS ENVIRONMENTAL FACTORS CLIMATE DESERTS GEOLOGY MATERIALS WINNING PREPARATION AGGREGATES...

...J R STONER; P G FOOKES © Thomas Telford and ICE 1991 PRICE BROTHERS MAN MADE RIVERS PROJECTS MANUFACTURE PRESTRESSED CONCRETE CYLINDERS PIPES ARTIFICIAL WATER SUPPLY DEMAND WATER COUNTRIES DEVELOPING STRUCTURAL DESIGN METHODS MANUFACTURING PLANT AQUIFERS SELECTION...

...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

... CYLINDERS TRANSITION Proc. lnstn Cio. Engrs, Part 1, 1990,88, Dec., 101S1036 URALT 9593 Defects in accepted methods of estimating design loading for silos G. E. BLIGHT DSc(Eng)(London),DSc(Eng)(Witwatersrand)* Current codes of practice and guidelines for assessing design loadingon silos and hoppers...

...J P DAVIS; COULOMB © Thomas Telford and ICE 1990 BRISTOL UNIVERSITY WAVES ENERGY ABSORPTION CYLINDERS BRISTOL CYLINDERS LINEAR NON LINEAR EFFECT DEVICES HYDRODYNAMICS FLOW TWO DIMENSIONAL EXPERIMENTS THEORY NUMERICAL MODELS MODELLING RESONANT SUBMERGED HEIGHT...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON WALLS SUPERSTRUCTURES FOUNDATIONS INTERACTION ANALYSIS CIRCULAR RAFTS ELASTOSTATICS PROCEDURE CYLINDERS AXIAL SYMMETRY STRUCTURAL BEHAVIOUR CONSTRUCTION MONOLITHIC GROUND MODELLING WINKLER...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP ELASTIC THIN CYLINDRICAL SHELLS LOADS THEORY ENDS WALLS DESIGN STRUCTURES STATIC APPLIED BEHAVIOUR DISTORTION BASES CYLINDERS EQUATIONS ANALYSIS UNRESTRAINED RADIAL MOMENTS PRESSURE ENCASTRE UNIFORM...

...CG PETERSEN; JH BUNGEY; MJ NICHOLSON © Thomas Telford and ICE 1985 TESTS CALIBRATION DEVELOPMENT TESTING IN SITU COMPRESSIVE STRENGTH CONCRETE LOK TEST CAPO TEST PULL OUT SYSTEMS MATERIALS SPECIMENS LABORATORIES CYLINDERS CUBES GRAVEL LIMESTONE COARSE AGGREGATES...

..., under hydrostatic and lateral pressure loading, of three small-scale fabricated cylinders reinforced by light ring stiffeners. The ring stiffeners were designed so that overall failure involving both panel and ring buckling would be likely to occur. The experimental results are compared with finite...

...AS WHITE; CT TIEW © Thomas Telford and ICE 1985 MIDDLESEX POLYTECHNIC OSCILLATIONS EXPERIMENTS WIND TUNNELS WIND TUNNELS FREQUENCY AMPLITUDE SPEED INSTABILITY TORSION EFFECT SINUSOIDAL VERTICAL GUSTS SUBCRITICAL GALLOPING RECTANGULAR CYLINDERS TURBULENCE VELOCITY...

... COUNTER PRESSURE RING RANDOM DRILLING INSERTS CONFIGURATION COMPRESSION FAILURES PULLING FORCES CALIBRATION DATA PROJECTS CYLINDERS CUBES AGGREGATES SIZE VARIATIONS STANDARD Proc. Instn Civ. Engrs, Part 1, 1984,16, May, 539-549 TECHNICAL NOTE 382 LOK-test and CAPO-test development...

...AR BOKAIAN; F GEOOLA; ED OBAJAJU CROSS FLOW RESPONSES FLOW CYLINDRICAL STRUCTURES VIBRATIONS BLUFF CYLINDERS BEHAVIOUR AEROELASTIC RECTANGULAR VELOCITY RESONANCE VORTEX VORTICES MASS OSCILLATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77,Mar...

... associated with transverse vibration of cylinders of various rectangular, D shape and triangular cross- section. Wake observations behind stationary rectangular cylinders revealed that the varia- tion of the Strouhal number against the side ratio can be dividinetdo three different regions...

...R CLARE; DV EVANS; TL SHAW; M HORDYK © Thomas Telford and ICE 1983 SEA WAVES ENERGY CYLINDERS SUBMERGED DEVICES PILES ANCHORAGES INSTALLATION METHODS PLATFORMS JACK UP CONDITIONS DRILLING PROBLEMS COSTS ECONOMICS SEABED OFFSHORE SOUTH UIST OUTER HEBRIDES SCOTLAND...

...JGA CROLL; GD GALLETLY; SC HOLSGROVE; LPR LYONS; A STAMENKOVIC; DJ IRVING; BS 5500 © Thomas Telford and ICE 1983 ELASTOPLASTIC BUCKLING PRESSURE AXIAL LOADS CYLINDERS EXTERNAL CODES STRESS TESTS MODELS PRACTICE SAFETY FACTORS CYLINDRICAL SHELLS COMPONENTS PROCEDURE...