... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

...K H M ALI; K GEORGIADIS © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT...

... PREDICTION CONDITIONS STEEL SHELLS Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Oct., 1077-1088 9593 DISCUSSION STRUENCGTUINREAELRING Defects in accepted methods of estimating design loading forsilos GROUP G. E. Blight ProfessorJ. M. Rotter and Dr J. Y. Ooi, Uniuersity of Edinburgh TheAuthorargues...

...M J TOOLEY © Thomas Telford and ICE 1991 SEA LEVELS RISING LAND RATES MOVEMENT PREDICTION IMPACT CHANGE COASTS RESPONSES COASTAL GEOLOGY Proc. fnstn Ciu. Engrs, Part 1, 1991, W,Oct., 1101-1105 TN 557 DISCUSSION MARITIME ENGINEERING GROUP Future sea-level ris:e a working...

... SATURATION EXCESS FLOW NOMOGRAPHS DISCHARGES PREDICTION PARAMETERS OPTIMISATION EXPERIMENTS CATCHMENTS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Sept. 593-602 PAPER 9717 Dimensionless hillslopehydrology WATER BOARD A. CALVER, BSc, PhD, MIWEM* W. L. WOOD, MA, PhD? Slope discharge and its...

... 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...

... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

... determined. 3. The Paperdescribes the method for simulating the hydrodynamicprocesses in the surf zone, and the development of the transport equation. The resulting computer model is applied to a number of sites, and the model predictions are compared with corresponding field data. The sea bedfor all sites...

...M RAOOF © Thomas Telford and ICE 1991 SOUTH BANK POLYTECHNIC LONDON SOUTH BANK UNIVERSITY AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS...

... methods of carrying out these analyses but, as Fig. 9 of the Papershows, onlyabout nine experimental results have so far been published (b) an assessment of the ability of some of the design methods to predict the depth of embedment at failure, andanexamination of how far the various factors of safety...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

...C ARYA; J B NEWMAN © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC IMPERIAL COLLEGE PROBLEMS PREDICTION RISKS CORROSION STEEL CHLORIDE CONCRETE CONTAMINATED CONTAMINATION REINFORCING METHODS CONTENT THRESHOLD IONS PORE SOLUTIONS MIX PARAMETERS MEASUREMENT...

...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...MARDAPITTA; HADJIPANDELI; R A FALCONER © Thomas Telford and ICE 1990 BIRMINGHAM UNIVERSITY BRADFORD UNIVERSITY OBSERVATIONS FLOW RECTANGULAR MODELS TIDES EXCHANGE SCHEMATIC SCALING PREDICTION RECIRCULATING SIMULATION NESTED SOLUTES HARBOURS PHYSICAL INDUCED...

... between experimental results and some theoretical predictions isvery encouraging. Two classes of problem in spiral strands have been addressed: thebending behaviour of the strandwell away from terminations or other sources of local restraint; the phenomenaclose to terminations where restrained bending...

...M RAOOF; R E HOBBS © Thomas Telford and ICE 1989 TORSIONAL STRANDS PREDICTION THEORY CYCLIC NO SLIP AXIAL STIFFNESS SPIRAL TWIST MODELS LOADS FULL SLIP APPLIED HYSTERESIS NON LINEAR LAYERS DATA PERTURBATION MODULUS TORQUE SOUTH BANK POLYTECHNIC Proc. lnstn Civ...

...RE NECE; RA FALCONER WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS BATHYMETRY STUDIES TIDAL COASTAL...

... marine outfall it rises to the surface because of buoyancy and is diluted with sea water as it does so. Reasonably accurate means of predicting dilution in still water are available and a number of methods have been proposed for estimating dilution of jets discharged into moving water. This Technical...

...AW IRWIN; TP MAY DESIGN WELDS DISTORTION FABRICATED BEAMS TESTS WELDED WELDING METHODS SIZE TEMPERATURE CONDITIONS PLATES THICKNESS ASSEMBLY PREDICTION EXPERIMENTS ANALYSIS PROCEDURE WEBS VALUE MINIMISATION FABRICATION Proc. Insin Ciu. Engrs, Part 2, 1989,87, Sept., 317...