...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...R P JOHNSON; C K R FAN; EUROCODE 4 © Thomas Telford and ICE 1991 WARWICK UNIVERSITY PETER BRETT ASSOCIATES DISTORTIONAL LATERAL BUCKLING CONTINUOUS COMPOSITE BEAMS METHODS RESISTANCE THEORY TESTS T BEAMS U FRAMES FRAMES EUROCODES ROTATION CAPACITY SPECIMENS STEEL...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

...M A M HERZOG © Thomas Telford and ICE 1990 AEROELASTIC STABILITY SUSPENSION BRIDGES METHODS AERODYNAMICS WIND ACTION SPEED CALCULATIONS SECTIONS MODELS TESTS RESISTANCE OSCILLATIONS FREQUENCIES TORSION BENDING DAMPING STIFFENING GIRDERS h o c . lnstn Civ. Engrs, Part...

...RH SCOTT; PAT GILL © Thomas Telford and ICE 1990 DURHAM UNIVERSITY TIME DEPENDENT DISTRIBUTION STRAIN BONDS STRESS TENSION REINFORCEMENT SPECIMENS TESTS CONCRETE RODS PRISMS SUSTAINED LOADS CYCLIC ELECTRIC RESISTANCE GAUGES MEASUREMENT LONGITUDINAL BEHAVIOUR...

...J R RIDDINGTON; M BOLOURCHI © Thomas Telford and ICE 1989 FILL LEAD LOADS FRAMES RESISTANCE LAYERS VISCOELASTIC SHORT TERM REDUCTION TRANSFER STRUCTURES INFILL STIFFNESS PROPERTIES CYCLIC VERTICAL INFILLED RACKING TESTS CREEP LONG TERM SUSSEX UNIVERSITY OVE ARUP...

... of behaviour are observed, depending on whether the loading requires the bracing to resist direct flexural action or buckling type deformations. For the latter, bracing forces of 1% of the compressive load in the column are found to constitute a reasonable upper bound requirement, provided that the bracing has...

... TECHNOLOGY TEXTURE MACROTEXTURE DEPTH MICROTEXTURE ACCIDENTS SKIDS RESISTANCE SKIDDING TYRES SPRAY PROBLEMS CORRELATION TREADS Proc. Instn Ciu. Engrs, Part 1,1989,86, June, 585-588 INFORMATLRFOADRNRIUSOPCMAOUDRSTSION Road-vehicle interface:trade-offs forsafety and environment D. HOLMES* M...

...KWJ TREADAWAY; RN COX; BL BROWN; BRE; BS 8110 DURABILITY CORROSION RESISTANCE STEEL CONCRETE EXPOSURE STUDIES PERFORMANCE REINFORCING HIGH EMBEDDED WEATHERING GALVANISED AUSTENITIC STAINLESS GRIT BLAST CLEANED YIELD CEMENT AGGREGATES MIXES CHLORIDE CONCENTRATION IONS...

...C B WILBY BUCKLING COMPRESSION REINFORCEMENT REINFORCED CONCRETE BEAMS BARS TESTS WEAKNESS ZONES RESISTANCE BENDING MOMENTS STEEL STRENGTH TOP STIRRUPS LOADS METHODS FLEXURAL FAILURES THEORY ULTIMATE PRECAST PRESTRESSED CODES PRACTICE Proc. Instn Cio. Engrs, Part 2...

... The extension of the White, Paris and Bettess method (1980) for predicting the resistance of alluvial channels in the lower region of bed forms to upper region forms is an interesting and valuable development. In my own case it proved also to be timely, in that the new method became available when information...

...AB SHAHALAM; AR MANSOUR Proc.Instn Ciu. Engrs,Part 2,1988, S,Sept., 517-531 PAPER 9342 WATER ENGINEERING GROUP New methodfor the predictionof resistance coefficients for natural streams A. B. SHAHALAM, PhD* A. R.MANSOUR, PhD? A review has been made of the methods and produres used to estimate...

...WE FOSTER; WB HARRIS; ICE © Thomas Telford and ICE 1988 THAMES WATER INSTITUTUION OF CIVIL ENGINEERS ICE FLOODS ALLEVIATION WORKS RECONSTRUCTION PILING RIVERS DAMAGE SAFETY DESIGN HYDROLOGY SOILS REVETMENTS UNDERPINNING BANKS CHANNELS SHEAR RESISTANCE VIADUCTS...

...RB SCHOFIELD; LA MARTIN © Thomas Telford and ICE 1988 ULSTER UNIVERSITY AT JORDANSTOWN SHIPS MOVEMENT NAVIGATION CHANNELS PREDICTION WATER SURFACE ENERGY VARIABLES INTERACTION THEORY TWO DIMENSIONAL RESISTANCE OPEN HYDRAULICS SPEED VELOCITY EQUATIONS MODELS DEPTH...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

... FRAMES RIGID SHEAR BENDING MEMBERS DEFORMATION CANTILEVER EQUATIONS BEHAVIOUR RESISTANCE Proc. Instn Civ.Engrs, Part 2, 1987,83, Dec., 755-767 PAPER 9205 STRUCTURAL ENGGRIONUEEPRING Approximate rotation analysis for plan-symmetric high-rise structures c.J. D. HOENDERKAMP, PhD, MEng, BSc* B...

...WR WHITE; R BETTESS; WANG SHIQIANG CHANNELS FRICTION CHARACTERISTICS RESISTANCE ALLUVIAL FLOW SHEAR SEDIMENTS PLANE BEDS DUNES RIPPLES METHODS PREDICTION FLUMES HYDRAULICS RESEARCH TSINGHUA UNIVERSITY BEIJING, CHINA. Proc. InstnCiu. Engrs, Part 2, 1987,83, Dec., 685-700...

...MA BRADFORD; RP JOHNSON © Thomas Telford and ICE 1987 NEW SOUTH WALES UNIVERSITY WARWICK UNIVERSITY INELASTIC BUCKLING BRIDGES BEAMS COMPOSITE GIRDERS INTERNAL SUPPORTS ANALYSIS METHODS FINITE STRIP RESIDUAL STRESS TESTS DATA PREDICTION DISTORTION RESISTANCE SPANS...

... TENSION PULL OUT LOCATION LOADS SLIP CHARACTERISTICS ULTIMATE RESISTANCE STRESS FAILURES STANDARDS ANCHORAGES Proc. Instn Cio. Engrs, Part 2, 1986,81, Dec., 697-715 PAPER 9102 SETNRUGCINTEUERRAINLG An experimental study of the effecotfs lateral pressure on the transfer bond of reinforcing...

... WALLS SUPERVISION STRANDS WIRE COILS STRENGTH COMPACT ANCHORS CONCRETE STRESS CONTRACTS MANAGEMENT SAFETY ARMOUR LAYERS UNITS DOLOS MEASUREMENT FLOW VELOCITY PROJECTS AUDITING TUNNELS PRESTRESSED PRESSURE VESSELS CODES MONITORING SEISMIC GROUND SLABS RESISTANCE IMPACT...