... system 4. AS for the initial study, the physical laboratory model was stimulated by the continuing worldwide demand for harbours and marinas with the idealized prototype harbour having a square plan cross-sectional area of 0.187 km2 (i.e. 432 m X 432 m), a single asymmetric entrance width of 48 m...

... and construction of the foundations, substructure and superstructure of the River Dee Viaduct at Newbridge, Clwyd, North Wales. The 350 m long viaduct, believed to be the highest multispan viaduct of its type in the United Kingdom, carries a single carriageway road across a steep valley at a height...

... in conjunction with single bay infilled frames. Both non-integral and integral infilled frames are studied. The non-linear finite element method is employed for the analysis, taking into account thenon-linearity of materials, cracking in the panel, and separation/friction/slipand non-linear shearslip...

...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...

... betweenthe footpath slabs andeither the outer I-beams or tehdege beams; in the formercase the slabswere lefthanging from the edge beams. The I-beams collapsed as a single unit with the transverse tendons between most of the beams remaining intact which indicates that there 665 WOODWARD AND WILLIAMS...

... records the planning and construction of the works required to extend the electrification of the railway to Harwich, Norwich and Cambridge. It describes the reconstruction of overbridges and also the paved slab track provided in the single bore tunnel at Ipswich, where the clearance is so limited...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE BRACES MATRICES MATRIX JOINTS TUBULAR SINGLE TESTS ARALDITE OFFSHORE STRUCTURES MODELS EXPERIMENTS FINITE ELEMENTS METHODS ASSESSMENT PROCEDURE...

...DJ CLARK; BJ WATERMAN; LRT © Thomas Telford and ICE 1986 LONDON UNDERGROUND LONDON REGIONAL TRANSPORT LRT RAILWAYS BRIDGES JUNCTIONS UNDERGROUND ACCESS RECONSTRUCTION CONSTRUCTION STEEL SINGLE SPANS SINGLE SPAN TRUSSES METHODS SUPERSTRUCTURES ERECTION TRACK SUPPORTS...

... and random units were not chosen because of their incongruity on a well developed and popular shoreline. Because of its superiorstability, the interlocking single layer concept enables the accurate control of the entire layergeometry, offering prospects of manipulating wave behaviour.This was recognized...

...MDM REVELL; FA JOHNS; MO MOORE; DR BIRD © Thomas Telford and ICE 1984 CORNWALL COUNTY COUNCIL R TRAVERS MORGAN HIGHWAYS PLANNING ROADS CONSTRUCTION BUILDING COSTS ECONOMICS COBA COST BENEFIT ANALYSIS BENEFITS DUAL CARRIAGEWAYS SINGLE CARRIAGEWAYS TRUNK DESIGN VALUE...

... DESIGN SITES REPLACEMENT STRUCTURES DETERIORATION HIGHWAYS TWIN PROPOSALS BOX CORROSION FEASIBILITY TRAFFIC SINGLE PRESTRESSED CONCRETE CANTILEVER DEVELOPMENT PARAMETERS METHODS CONTRACTORS FOUNDATIONS CAISSONS TEMPORARY FIXING PIERHEADS LOADS SUPERSTRUCTURES APPROACHES WORKS...

... VELOCITY FIELD EXPERIMENTAL VALUE OBSERVATIONS ANALYSIS EQUIPMENT SINGLE MOMENTUM FRICTIONLESS Proc. Instn Civ. Engrs, Part 2, 1983,75,Dec., 735-749 TECHNICAL NOTE 376 Three-dimensional wall jets frommultiple outlets B. S. PAN1 PhD* R. N. DASH PhD? The available equations for three...

...DM SARGENT © Thomas Telford and ICE 1982 LANCASTER UNIVERSITY ACCURACY STREAMFLOW MEASUREMENT RISING AIR FLOATS TECHNIQUES SINGLE GAUGING INVESTIGATIONS VALUE ERRORS FIELD TRIALS DISCHARGES METHODS THEORY EQUATIONS COMPONENTS VELOCITY PIPES STRAIGHTNESS...

...D ALTINISIK; RT SEVERN BRISTOL UNIVERSITY TRABZON UNIVERSITY ASYNCHRONOUS MULTIPLE EXCITATION MOTION MATRIX MATRICES REDUCTION SINGLE BEAMS FIXED MULTIPLE SUPPORT BASES GROUND VECTORS VERTICAL PSEUDO STATIC RESPONSES COMPUTERS DAMS ARCHES FORCES PORTAL RECTANGULAR...

...CS BAHIA; LH MARTIN © Thomas Telford and ICE 1980 ASTON UNIVERSITY BOLTS SHEAR BOLTED FORCES NON LINEAR STRESS METHODS UNSTRESSED CENTRE PLASTIC GROUPS EXPERIMENTS TESTS SINGLE DEFORMATION ULTIMATE LINEAR ANALYSIS TORSIONAL ROTATION VALUE TORSION JOINTS...

... INTERIM INITIAL AMPLIFICATION ANALYSIS SPECIFIC LONGITUDINAL SHEAR METHODS EFFECT SOLUTIONS LOADS EDGES DESIGN HIGH INTERMEDIATE SYSTEMS SINGLE MULTI CELL Proc. Instn Ciu. Engrs, Part 2,1980, 69, June, 403-424 8330 A desiganid for shear lagcalculations H. R. EVANS* A. R. TAHERlANt...

...RK PRICE; PG SAMUELS; HRS; FLUCOMP; FORTRAN © Thomas Telford and ICE 1980 HYDRAULICS RESEARCH STATION HRS HYDRAULIC SINGLE ASSESSMENT WORKS FLOODS PROGRAMS RESEARCH PROTECTION DRAINAGE HYDROLOGY MODELS CHANNELS DESIGN FLOW ALLEVIATION MATHEMATICS PROBLEMS CASE...

... ELEMENTS STUDIES VALUE SIZE ACCURACY GIRDERS SINGLE CELLS IDEALISATION CALCULATIONS SQUARE RECTANGULAR PLAN FORM COMPUTERS Pror. Instn Civ. Engrs, Part 2, 1979, 61, Dec., 1035-1063 8282 elastiTche analysis of cellular structures containing web openings Openings are frequentlyplaced...

... on the elastic behaviour of a single-cellgirderisdescribed.Inparticular,theinfluence of theopenings on the shear stiffness of the web plates, on the torsional stiffness of the cell and on the shear lag characteristics is studied. The experimental model is representative of one cell of a typical multi-cellular...

... SINGLE COMPUTERS ACCURACY Proc. Instn Civ. Engrs, Pari 2, 1979. 67, June, 559-560 8154 DISCUSSION Elasto-plastic buckling in short thin-walled beams and columns P. A. FRIEZE Mr C. J. Burgoyne, Imperial College of Science and Technology The divergences betweenthe Author's prediction...