...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

...C G THOMAS; S D BOURNE ROBERT BENAIM EDMUND NUTTALL RIVERS VIADUCTS CONSTRUCTION METHODS CONTRACTORS FOUNDATIONS CANTILEVER PLANNING SUBSTRUCTURES SUPERSTRUCTURES MULTISPAN CARRIAGEWAYS SINGLE ROADS BRIDGES VALLEYS BYPASSES CONCRETE BOX CULVERTS SINGLE SPAN...

...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...

...TC LIAUW; CQ LO © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY FILL MULTIBAY FRAMES INFILL SINGLE BAYS INTEGRAL NON LINEAR NON INTEGRAL FINITE ELEMENTS METHODS ANALYSIS MATERIALS CRACKING PANELS SEPARATION FRICTION SLIP SHEAR CHARACTERISTICS LOADING LOADS...

...RJ WOODWARD; FW WILLIAMS © Thomas Telford and ICE 1988 TRRL WEST GLAMORGAN COUNTY COUNCIL. TRANSPORT AND ROAD RESEARCH LABORATORY BRIDGES COLLAPSE SINGLE SPANS SINGLE SPAN STRUCTURES SEGMENTAL POST TENSIONED DECKS FAILURES PRESTRESSED BEAMS CONCRETE JOINTS GROUTING...

...WM LEWIS; PJ CLARK © Thomas Telford and ICE 1987 BRITISH RAIL RENDEL PALMER & TRITTON RAILWAYS ELECTRIFICATION PLANNING CONSTRUCTION WORKS ENGINEERING OVERBRIDGES RECONSTRUCTION PAVED SLABS TRACK SINGLE BORED TUNNELS CURVED PARLIAMENT SWING DESIGN RIVERS...

...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...

...PC BARBER; TC LLOYD; IW STICKLAND; NWH ALLSOP; P LACEY; RW ENTWISTLE; JM LEONARD; PO WOLF; P HUNTER; KP MACKIE; CT BROWN; PR ROACH; MG BARRETT © Thomas Telford and ICE 1986 DIODES WAVES DISSIPATION BLOCKS INTERLOCKING STABILITY SINGLE LAYERS WAVES BEHAVIOUR CONCRETE MATERIALS...

...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...

... HIGHWAYS TWIN PROPOSALS BOX CORROSION FEASIBILITY TRAFFIC SINGLE PRESTRESSED CONCRETE CANTILEVER DEVELOPMENT PARAMETERS METHODS CONTRACTORS FOUNDATIONS CAISSONS TEMPORARY FIXING PIERHEADS LOADS SUPERSTRUCTURES APPROACHES WORKS REDHEUGH BRIDGE PIERS VIADUCTS CONSORTIA...

... the bed of a tidal basin or conveyance channelsis encountered. For a proper designof the protection works below the outlets andin assessing the potential scour damage, a complete picture of the meanflow characteristics is often sought. 2. Mean flow characteristics of single, incompressiblteurbulentht...

...DM SARGENT ACCURACY STREAMFLOW MEASUREMENT RISING AIR FLOATS TECHNIQUES SINGLE GAUGING INVESTIGATIONS VALUE ERRORS FIELD TRIALS DISCHARGES METHODS THEORY EQUATIONS COMPONENTS VELOCITY PIPES STRAIGHTNESS PHOTOGRAPHS Proc. Instn Cio.Engrs, Part 2,1982,73, Mar., 179-182 TN...

... be close to, if not greater than, the stresses produced by the corresponding synchronous case. Governing equations Single ground motion 5. For the simpleverticalcantilevershowninFig. 1 there is only one point wherethe ground accelerationcan be input, but a restatement of the conven- tional treatment...

...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...

... will be presented in this Paper SO that the effects of shear lag can be determined by hand calculations for a wide range of box girders. The application of the method to single-cell girders of various proportions, to stiffened girders and to multi-cell and multi-span girders of both steel and concretewill...

...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...

... of the intact web, i.e. ignoring the presence of openings spacing of transverse webs width of a cell depth of the cellular structure second moment of area of the grillage beam element for deflexion calculation torsional stiffness of a single closed cell effective torsional constant assumed for the grillage...

...NE SHANMUGAM; HR EVANS; VIERENDEEL CARDIFF UNIVERSITY COLLEGE EXPERIMENTS THEORY EXPERIMENTAL STUDIES EFFECT OPENINGS WEBS ELASTIC BEHAVIOUR CELLULAR STRUCTURES GIRDERS CELLS SINGLE SINGLE CELL SHEAR STIFFNESS PLATES TORSIONAL LAG MODELS GRILLAGES TECHNIQUES MULTI...

... 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...