...M G ANDERSON; D M LLOYD SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN RESIDUAL SOILS FINITE DIFFERENCE BRISTOL UNIVERSITY...

... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

... MATHEMATICS EQUATIONS FINITE DIFFERENCE VELOCITY HUMBER BRADFORD UNIVERSITY BIRMINGHAM UNIVERSITY Proc. Znstn Civ.Engrs, Part 2,1987,83, Mar., 161-180 PAPER 9105 WATERGERNOGUIPNEERING Numerical simulation of flooding and drying in a depth-averagedtidal flow model R. A. FALCONER, BSc(Eng...

...AK AZAD; A ALI; MH BALUCH © Thomas Telford and ICE 1986 UNIVERSITY OF PETROLEUM AND MINERALS ANALYSIS FINITE DIFFERENCE BRIDGES MULTI GIRDER DECKS GIRDERS HORIZONTAL CURVED METHODS DESIGN EQUATIONS MOMENTS DHAHRAN Proc. Instn Cio.Engrs, Part 2, 1986,81,Mar., 133...

..., or from a jet dis- Chezy roughnesscoefficient air-water interface resistancecoefficient Coriolis parameter acceleration due to gravity bed elevation below Newlyn datum total depthof flow finite difference co-ordinatesin the X, y directions respectively Manning roughness coefficient time step level gauge...

... FINITE DIFFERENCE EFFECT EARTH ROTATION BEDS FRICTION SURFACE WIND STRESS TURBULENCE EXCHANGE MIXING TIDES CONCENTRATION DEVIATION MEAN RESEARCH LATERAL EFFICIENCY INFILL GEOMETRY TIME VARIATIONS DIFFERENTIAL INITIAL CONDITIONS BRIDGES RECLAMATION EMBANKMENTS VELOCITY DEPTH...

...SF ESTEFEN; JE HARDING; SC HOLSGROVE; A STAMENKOVIC; DJ IRVING; LPR LYONS © Thomas Telford and ICE 1984 RING STIFFENERS BEHAVIOUR INTERACTION CYLINDRICAL PANELS BUCKLING FINITE ELEMENTS SYSTEMS FINITE DIFFERENCE GEOMETRY MATERIALS NON LINEAR SOLUTIONS UPPER BOUNDS LOWER...

... to marine steel structures. The behaviour and requirementsof the ring stiffeners have, however, been largely neglected. This Paper outlines a finite difference dynamic relaxation program for the analysis of ring-stiffened shells subjected to axial and pressure loadinginclud- ing thebehaviour of the rings...

... ELASTOPLASTIC CURVES CHARACTERISTICS LEGS GENERATION FLOATING DESIGN OBSERVATIONS ELEMENTS ULTIMATE EFFECT WAVES POST COLLAPSE CYLINDERS PRESSURE SHELLS STRUCTURES PLATFORMS FINITE DIFFERENCE PEAK FIXED COMPRESSION FUTURE CODES RECOMMENDATIONS BUCKLING COMPUTERS FAILURES...

... CONDITIONS BOUNDARY VALUES PROGRAMS PROFILES SURGES BARRIERS WATER SOLUTIONS DRY BURSTS FINITE DIFFERENCE SYSTEMS DOWNSTREAM CONTAINERS FUNCTIONS TURBULENT ROUGHNESS OBSERVATIONS EXPERIMENTAL INITIAL DEAD COMPUTERS REMOVAL SHALLOW BODIES EQUATIONS BEDS PROCEDURE MOBILE PLANE...

... CURVES LIPS CREST BEHAVIOUR INVESTIGATIONS SIPHONS ENERGY HEADS UPSTREAM RESEARCH FINITE DIFFERENCE Proc. Instn Ciu. Engrs, Part 2, 1980,69, Dec., 1059-1064 8309 DISCUSSION Theoretical and experimental investigation of air-regulated siphons K. H. M . ALI & D. PATEMAN Dr D. A. Ervine...

...JM TOWNSON; ME DAVIES; P MATSOUKIS NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE DIFFERENCE NODES DISPLACEMENT NODAL ACTION BOUNDARIES ENTRANCES...

... wave heights are predicted. An improved approach to the problem of specifying wave conditions in shallow water requires the effectsof diffraction to be included. Starting with linear wave theory an equation for velocity potential can be derived which isvalid in all depths of water.' A finite difference...

... of the effect of resistance on the unsteady free surface following thedam-burstsituation, with dry downstream bed and reflections from bothdead ends. A numerical solution of thedynamicand continuity equations for gradually varied flow (i.e. Saint-Venant equations) is developed, based on a finite difference...

...SE WEBB; PJ DOWLING LARGE BEHAVIOUR PLATES IN PLANE ANGLES FLATS NON LINEAR RELAXATION YIELD DEPTH SLENDERNESS HYBRID FORCES DISTORTION ZONES DEFLECTION DISCRETE MATHEMATICS ECCENTRIC LOADS ACTION STIFFENERS MATERIALS GOVERNING NUMERICAL FINITE DIFFERENCE MULTILAYER...

...AM ANSAH © Thomas Telford and ICE 1980 A M AHSAH ACCRA ANALYSIS STRUCTURES THEORY EDGES SOLUTIONS APPROXIMATION EQUILIBRIUM BOUNDARIES DIAPHRAGM FIXED MEMBRANES TRANSLATIONAL STRESS DOUBLE RIBS FINITE DIFFERENCE OVERRELAXATION CONSTITUTIVE CONDITIONS SUPPORTS...

...K SIVALOGANATHAN; ST VENANT; LAX WENDROFF © Thomas Telford and ICE 1980 LANCHESTER POLYTECHNIC ACCURACY UNSTEADY FINITE DIFFERENCE BOUNDARIES STANDARD EXPLICIT FLOW EQUATIONS METHODS CIRCULAR OUTFALLS METHODS CHANNELS NUMERICAL ASSESSMENT Proc. lnstn Civ. Engrs, Part...

... ofbulkliquid storagetanks.Thenon- linear, large strain finite difference method and explicit Lagrange computer code are described in generaltermsandtheresults of threestudiespresented,representing possible foundationconditions. These demonstratethatconsiderableedge-cutting must be expected for tanks founded...

... HYDROGRAPHS PROBABILITY LEVELS SURGES EVENTS STATISTICS HEIGHT CREST LONG TERM PREDICTION FINITE DIFFERENCE WATER STATIONS VARIABLES NORTH SEA YARE NORFOLK BURE WAVENEY GREAT YARMOUTH Proc. Insrn Cio. Engrs, Part 2, 1979, 61, Mar., 31-50 8162 Forecasting flood levels for joint...

...JE HARDING IMPERIAL COLLEGE DET NORSKE VERITAS FINITE DIFFERENCE ANALYSIS LARGE THIN EXTERNAL SHELLS METHODS SOLUTIONS RELAXATION RESPONSES VARIATIONS INVESTIGATIONS STRESS FAILURES MESHES IMPERFECTIONS LONGITUDINAL FORMULATION IMPERFECT DEFLECTION AXIAL PRESSURE...