...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...

... BEHAVIOUR DEFORMATION RESISTANCE DIRECT FLEXURAL ACTION BUCKLING FORCES COMPRESSIVE UPPER BOUNDS TESTS AXIAL INTERACTION JOINTS REACTIONS FAILURES DEFLECTION INITIAL PLASTICITY OFFSET Proc.Instn Ciu.Engrs, Part 2,1989,87, Sept., 357-376 PAPER 9437 STRUCTURAL ENGGRIONUEEPRING Bracing...

... 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 © Thomas Telford and ICE 1989 BUILDING RESEARCH ESTABLISHMENT BRE DURABILITY CORROSION RESISTANCE STEEL CONCRETE EXPOSURE STUDIES PERFORMANCE REINFORCING HIGH EMBEDDED WEATHERING GALVANISED AUSTENITIC STAINLESS GRIT BLAST...

... in the compression zones of rectangular beams could reduce their strengths in shear. This applied to bars notdesigned to resist flexural compression, which, with little or no stirruping, were inadequately restrained from buckling. Practical examples of such bars are given in this Technical Note. The Author conducted...

... 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 © Thomas Telford and ICE 1988 JORDAN UNIVERSITY IRBID METHODS PREDICTION RESISTANCE COEFFICIENTS NATURAL STREAMS PROCEDURE BEDS PARTICLES EQUATIONS DATA CORRELATION DEVIATION PERFORMANCE FLOW CHANNELS SLOPES WATER METHODS ESTIMATING...

...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...

... 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...

...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...

.... proposed a method for predicting the frictional resistance of alluvial channels. The method established a relationship between the total shear and effective shear for different sediment sizes for flows with a Froude number less than 0.8. In this Paper, it is shown that the previous method applied to lower...

...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...

... 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 LOADS MIX ACCIDENTS QUALITY...

... 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...