...A J CHADWICK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical model A. J. CHADWICK, BSc, MSc,PhD, MICE, MIWEM* The paper is concerned primarily with numerical model studies...

...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

... capacities. Research on these subjects is reported, based on non-linear numerical analyses, test data, and parametric studies. It is compared with extensive work done in France, and rteoladteesdign rules given in recent Britishand draft European codes ofpractice. Notation A cross-sectional area b breadth d...

... FLOODS CHARACTERISTICS GROSS EFFECT INCREASES VERIFICATION DATA NUMERICAL HYDRODYNAMICS WATER QUALITY LONG TERM RESEARCH IDEALISED GEOMETRIC KINEMATICS EXPERIMENTS ANALYSIS PROCEDURE THEORY NON DIMENSIONAL UK USA UNITED STATES © Thomas Telford and ICE 1991 BRADFORD...

...A CALVER; W L WOOD © Thomas Telford and ICE 1991 INSTITUTE OF HYDROLOGY WALLINGFORD READING UNIVERSITY DIMENSIONLESS HILLSLOPES HYDROLOGY HILLS SLOPES CONTROL VARIABLES NON DIMENSIONAL METHODS GENERAL DATA NUMERICAL MODELLING SURFACE SUBSURFACE EQUATIONS INFILTRATION...

...J C MORFETT Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 55-70 PAPER 9647 MARITIME BOARD Numerical modelof longshore transportof sand in surf zone c.J. MORFETT, MSc, MIMechE, MIWEM* An approach to the modelling of the distributionof longshore sediment transport in the surf zone is described...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

... and soil movements. In this Paper, the results of numerical analysis are used to quantify these effects. Three typical excavations in the London area have been investigated. For each case, four analyses, using a range of wall stiffnessfrom a flexible sheet pile to a stiff concrete wall, have been performed...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

... results are compared with linear theory and a numerical model. Notation wave amplitude or cylinder cross-sectional area cylinder radius or cylinder cross-sectional area added mass in the ith mode of oscillation hydrodynamic dampingin the ith mode of oscillation applied coulomb constantper unit length...

...MMK LEE © Thomas Telford and ICE 1990 UNIVERSITY COLLEGE SWANSEA NUMERICAL STUDIES PLATES GIRDERS WEBS HOLES ANALYSIS TRANSVERSE STIFFNESS PANELS FINITE ELEMENTS METHODS BENDING SHEARING LOADS ULTIMATE STRENGTH STRESS FIELDS COLLAPSE THEORY TENSION SHEAR...

...K N RAHAL; J E HARDING; B RICHMOND; BS 5400 © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS LOADS FORMULATION ANALYTICAL CLAUSES FIELD INTERMEDIATE STIFFENED SHEAR STIFFENERS NUMERICAL MODELS STANDARDS METHODS FORCES LINEAR GIRDERS LOADS DESIGN...

... CHARACTERISTICS ASPECT PROBLEMS DIFFERENTIAL LABORATORIES MODELLING TRANSPORT NUMERICAL STUDIES CIRCULATION IDEALISED RATIOS COEFFICIENTS EQUATIONS VELOCITY Proc. lnstn Cio. Enyrs, Part 2, 1990,89, Mar., 15-38 PAPER 9472 Some observations on nested modelling of flow and solute transport...

...K N RAHAL; J E HARDING Proc. lnstnCio. Enyrs, Part 2,1990,89, Mar., 47-65 PAPER 9483 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjected to shear loading-part 1:behaviour K.N. RAHAL, PhD* J. E. HARDING, PhD, DIC, MICE, FStructE* This Paper uses fully non-linear numerical...

... in terms of the exponential integral and related functions. Summary numerical results are given for several load cases, with an emphasis on plate bending moments and contact pressures. Notation half-width of finite strip arbitrary constant +half-width of applied pressure loading (- 1 iJ3)/2 infinite...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

... is used to link the elastostaticflexure of a thin infinite plate founded on Winkler springs and a homogeneous half-space. Simple closedform solutions are derived for a plate on springs under symmetric and antisymmetric loading, and numerical results are compared with those obtained previously...

... NUMERICAL Proc.Instn Ciu. Engrs, Part 2,1988,85, Dec., 707-712 TECHNINCOATLE 51 1 STRUCTURAL ENGINEERGINRGOUP Optimal designof multi-bay rectangular frames J. D. O'KEEFFE, BE, PhD, FICE, FIEI* E. J. O'BRIEN, BE, MEngSc, PhD, MIEI, MIStructEt Thisstudy deals with theoptimal plastic design of multi-bay...

... TECHNIQUES LATERAL LOADS INTERNAL DRIFT LOCATION OPTIMUM REDUCTION MAXIMUM BENDING MOMENTS LINTELS BOUNDARIES CONDITIONS NUMERICAL Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 503-515 PAPER 9340 STERNGUGRCIONTUEERPRAILNG Effect of a single deep beam on twin shear walls with rational...

...BB WILLETTS; JK MAIZELS; J FLORENCE; P ACKERS © Thomas Telford and ICE 1988 WATER ENGINEERING BEDS COMPOSITION SIMULATION SEDIMENTS MODELLING NUMERICAL LAYERS Proc. lnstn Ciu. Engrs, Part 1,1988,84,June, 615-617 9193 DISCUSSION ENGINWEAERTEINRG The simulation of stream bed...