... of unsteady flow in the surf and swash zones using bore propagation models, and the resulting longshore transport of coarse non-cohesive materials.The development of a new numerical modelof oblique bores on beaches, coupled with a uniform flow field sediment transport equation, is described. This model...

..., both being examples of the modern type of suspension bridge, with boxdeck, inclined hangers and slender towers. Comparison of the results obtained, with those from the more usual studies in which infinite velocity of propagation is assumed, indicates appreciable differences, with thelatter approach...

...CW LI; J HUN WEI LEE; YK CHEUNG; FOURIER © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY MATHEMATICS MODELS TIDAL CIRCULATION HARBOURS DEVELOPMENT VERIFICATION SEMI IMPLICIT FINITE ELEMENTS ANALYSIS TESTS TIME STEP LONG PROPAGATION WAVES BASINS LATERAL TOPOGRAPHY...

... on a structuredepends on its speed of propagation relative to the size of the structure.If the speed is low, as in soft clays,or the structureis large, as with a dam or large bridge, a satisfactory analysis must take into account the finite travel time of the earthquake across the foundationof the structure...

...RF DANESI; AD EDWARDS UNIVERSIDAD NACIONAL DE TUCUMAN ARGENTIN HERIOT WATT UNIVERSITY BEHAVIOUR FAILURES PRESTRESSED CONCRETE BOX BEAMS DEFORMATION LOADS ECCENTRIC TESTS THICKNESS WEBS CRACKS DIFFERENCES PROPAGATION BENDING TORSION SHEAR DEFLECTION ROTATION FLEXURAL...

...SB JONES; CJ PRATT; JJ HARRISON; MUSKINGUM; CUNGE © Thomas Telford and ICE 1982 TRENT POLYTECHNIC CHOICE SPACE TIME STEPS FLOODS ROUTING METHODS WAVES STORMS SEWERS CATCHMENTS PROPAGATION ERRORS EQUATIONS PIPES SLOPES NOTTINGHAM UK Proc. InstnCiv.Engrs...

..., Coventry (Lanchester) Polytechnic The problem of inception and propagation of a shock in open channel flow, taking friction into account, has been dealt with by a number of There are two approaches to solving this problem: themethod of isolating the shock and the method of continuous calculation...

... COMPRESSION CONDITIONS COMPATIBILITY FORMATION PROPAGATION CRACKS SEPARATION STIFFNESS STRESS MATRICES THEORY EXPERIMENTS SAND FACTORS TALL BUILDINGS SILOS STRAIN REPRESENTATION COMPUTERS PROGRAMS FINITE ELEMENTS INCREMENTAL ITERATIVE SHEAR MODULUS TENSION ECONOMICS INTERACTION...

... NUISANCE PREVENTION SCREENING GROUND MEASUREMENT MONITORING REDUCTION SOURCES CONTROL PROPAGATION WORKS PHASING PLANT SITES DESIGN DENTON MANCHESTER UK Proc. Instn Civ. Engrs, Part 1, 1982,72, Feb., 15-26 8450 Noise from sheet-piling operationsM67 Denton Relief Road R. W...

...SB JONES; MUSKINGUM; CUNGE CHOICE STEPS FLOODS TECHNIQUES WAVES SOLUTIONS DIFFUSION THEORY DYNAMICS SPACE ROUTING MODELLING RIVERS EQUATIONS SPEED PROCEDURE KINEMATICS TIME METHODS PROPAGATION CHANNELS CONVECTION PARAMETERS MODELS Proc. Instn.Ciu. Engrs, Part 2,1981,71...

...LJ BOND; SK SARMA © Thomas Telford and ICE 1980 EFFECT WAVES EARTHQUAKES ANALYTICAL FAULTS GEOPHYSICS TESTS TOPOGRAPHY PROBLEMS PARAMETERS METHODS SURFACE SEISMOLOGY LABORATORIES SEISMIC PROPAGATION SOLUTIONS NUMERICAL MOTION ULTRASONIC MODELS Proc. Insfn Civ. Engrs...

..., of theHydraulicsResearchStation,illustratedthe fact that when awater wave propagatesinto shallowwaterthe wavelength decreases, and since wave periodisunalteredthis hasthe effectof reducing thevelocity of wave propagation. In order to describetherefraction of waves dueto changesinwaterdepth, an analogy was drawn with thedecrease...

... EXPERIMENTAL DATA SEQUENTIAL PROPAGATION POST TENSIONED MATHEMATICS MODELS PROGRESSIVE STIFFNESS SPACING Proc. Imrn Civ. Engrs, Pari 2, 1979, 67, Des., 1091-1 1 0 0 TN 228 An analytical investigation of cracking in a partially prestressed concrete beam Theformationanddistribution of flexuralcracks...

... BEHAVIOUR T BEAMS TESTS PULVERISED PFA GRAVEL BEAMS PROPAGATION CRACKS TENSILE AGGREGATES INTERLOCK ULTIMATE LYTAG LOADS STRUCTURAL LIGHTWEIGHT STRENGTH FUEL EXPANDED COMPRESSIVE MECHANICS DEFLECTION FRACTURE MATRIX INTERFACE TRANSFER CODES NORMAL ULTIMATE UK USA Prof...

... LIFE BEAMS RANDOM CANTILEVER THREE SPAN STRUCTURAL DAMAGE DATA PURE SECTIONS RESPONSES FLEXURAL CRACKS MILD INELASTIC DEFLECTION CONTROL SYMMETRICAL PREDICTION SUMMATION BENDING LOADS BEHAVIOUR SPECIMENS MEAN PROPAGATION Proc. Insfn Civ. Engrs, Part 2, 1978, 65, June, 237...

...F LABIB; AD EDWARDS © Thomas Telford and ICE 1978 IMPERIAL COLLEGE TEHRAN UNIVERSITY IRAN ANALYTICAL CONCENTRIC CONCRETE PROPAGATION CRACKS FINITE ELEMENTS BONDS PRIMARY EFFECT TENSILE SHORT INVESTIGATIONS ECCENTRIC TENSION SPACING PREDICTION ANALYSIS SLIP...

... was completed about three years earlier. At the time of writing (autumn 1975) it is unlikely that it hasfinished cracking, but a high proportion 43 DUNSTAN AND MITCHELL 0 2 4 -L f 16 Lf0 L14 LI2 I Fig. 16. Sequence of crack propagation @ L12 Fig. 17. Variation of thermal cracking relative to month of placing...

... PLANIMETRIC ACOUSTICS INSTRUMENTS SURVEYING METHODS TRIALS CONDITIONS DATA RANGEMETERS PROPAGATION Proc. Instn Ciu. Engrs, Part 1, 1975,58, Aug.,315-333 7805 Calibration of anunderwater acoustic distance measuring instrument N. C. KELLAND, MSC, DIC* There are growing requirements in underwater...

... to the work carried out at the universities of Birmingham and Aston in Birmingham on crack propagation through stabilized soil and infill panels.a Like all work on non-linear materials, such as concrete, the Authors calculation on separation of crack propagation is simplified to the extent...

...DJ BALL; S DAS GUPTA; J ALLEN; C HEWITT; DM MCDOWELL; KK BANDYOPADHYAY; TL SHAW; JA FOX; WJ MORRIS; AR HALLIWELL © Thomas Telford and ICE 1972 DYNAMICS FRICTION ESTUARIES MODELS BEHAVIOUR SIMULATION FLOW ANALOGUE RIVERS PROPAGATION UNSTEADY TIDAL COMPUTERS MODELLING TIDES...