...AS WATSON; ISO © Thomas Telford and ICE 1990 LEEDS UNIVERSITY CAD AIDED AIDS COMPUTERS DESIGN DATA EXCHANGE CONSTRUCTION TECHNOLOGY STANDARDS DRAWINGS INFORMATION GRAPHICAL DIGITAL INDUSTRIES SOFTWARE Proc. Instn Civ. Engrs, Part 1, 1990, 88, Dec., 955-969 9564...

...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1989 LEEDS UNIVERSITY INFLUENCE CYCLIC HUMIDITY TIME DEPENDENT BEHAVIOUR POST TENSIONED CONCRETE BEAMS PERFORMANCE CONSTANT STORAGE REDUCTION SHRINKAGE CREEP LOSS PRESTRESS CAMBER DEFLECTION LOADS GROUTING TENDONS...

...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1988 LEEDS UNIVERSITY MEASUREMENT PREDICTION BEHAVIOUR TIME DEPENDENT POST TENSIONED BEAMS CONCRETE CAMBER PROCEDURE PRESTRESSED PERFORMANCE RECTANGULAR SECTIONS HARDENING RAPID STEEL CEMENT PORTLAND GROUTED UNGROUTED...

...RP DICKENSON; JEE SHARPE; JO SURTEES; B PARSONS © Thomas Telford and ICE 1986 THAMES POLYTECHNIC QUEEN MARY COLLEGE LONDON UNIVERSITY LEEDS UNIVERSITY CAD COMPUTERS DESIGN AIDS AIDED EDUCATION STUDENTS TEACHING PACKAGES CADED Proc. Instn Ciu. Enyrs, Par1 1, 1986,80, Aug...

...JG CABRERA; GR WOOLLEY; CEGB © Thomas Telford and ICE 1985 LEEDS UNIVERSITY CENTRAL ELECTRICITY GENERATING BOARD CEGB STUDIES PFA PULVERISED FUEL ASH CONCRETE FOUNDATIONS CORES STRUCTURES RECORDS REINFORCED POWER STATIONS SUBSTATIONS TECHNIQUES CONSTRUCTION DATA...

... in reinforced concrete. CIRIA, London, 1977. 12. BESSERI. Strength ofslender concrete walls. PhD thesis, University of Leeds, 1983. 278 © Thomas Telford and ICE 1984 LEEDS UNIVERSITY REINFORCED CONCRETE BEAMS DEEP PANELS HIGH DEPTH RATIOS SPANS TESTS WALLS LOADS CAPACITY INITIAL...

...AJ MORETON; DC DALTON; DW SMITH EPOXY GLUE JOINTS PRECAST CONCRETE BRIDGES CONSTRUCTION SEGMENTAL TESTS MATERIALS COSTS STRESS SHEAR STRENGTH STEEL CURING TEMPERATURE SEGMENTS © Thomas Telford and ICE 1981 LEEDS UNIVERSITY DUNDEE UNIVERSITY Proc. Instn Ciu. Engrs...

...A KUMAR; C NALLURI; IM GOODWILL © Thomas Telford and ICE 1980 NEWCASTLE UNIVERSITY LEEDS UNIVERSITY GRADUALLY PROFILES SLOPING EQUATIONS NUMERICAL STEPS PRISMATIC VARIED HORIZONTAL CHANNELS COMPUTERS SOLUTIONS STANDARD SURFACE ADVERSELY CIRCULAR METHODS...

...JO SURTEES; ED PAPE © Thomas Telford and ICE 1979 LEEDS UNIVERSITY ENGINEERING & POWER DEVELOPMENT BOLTS FORCES DISTRIBUTION FRICTION GRIP ECCENTRIC SHEAR JOINTS INTERNAL TRANSMISSION LOADS TESTS INSTRUMENTATION CONFIGURATION TECHNIQUES SENSING MAGNITUDE...

...JO SURTEES; D TORDOFF; MERRISON; CP 117; BS 153 © Thomas Telford and ICE 1977 LEEDS UNIVERSITY TRAVERS MORGAN BRITISH CONSTRUCTIONAL STEELWORK ASS. COMPOSITE BRIDGES STEEL PRACTICE PROCEDURE MATERIALS METHODS STIFFENED OPTIMUM BOX STRUCTURES APPRAISAL STANDARDS...

... identified the contrast in educational opportunities between rural and urban children as an issue which planners should consider. Modelling A researcher from Leeds University described a survey hehad carried outat 4.4 schools in the Leeds Metropolitan District with the principal object of building a modal...

...D NUDDS; IG SIMPSON; A BOTTOMLEY © Thomas Telford and ICE 1973 BRADFORD UNIVERSITY LEEDS UNIVERSITY UNCERTAINTY EVALUATION METHODS INTERNAL VARIATIONS ANALYSIS IRRIGATION DATA RATES FLOW ECONOMICS SYSTEMS ERRORS RETURN STREAMS SAUDI ARABIA TN 85 Uncertainty...

.... Elasticstressesinstructures. E. S . Andrews (translator). Scott, Greenwood, London, 1919. Conversion factor Imperial SZ 1 in. 25.40 mm 410 © Thomas Telford and ICE 1973 LEEDS UNIVERSITY STRESS LOW THREE PINNED ARCH RIBBED APEX COMPONENTS EXPERIMENTS ANALYSIS RISE CIRCULAR FORMULAE DISPLACEMENT...

...JA FOX; MJ PRISK © Thomas Telford and ICE 1972 LEEDS UNIVERSITY BINNIE BOUNDARY LAYERS UNSTEADY SEPARATION FLOW REVERSALS VELOCITY 7489 SYNOPSIS Boundary layer separations and reversals in unsteady flow A positive, solitary, unique wave travellingupstreaminarectangularopen...

...A GHALI; AM NEVILLE © Thomas Telford and ICE 1972 CALGARY UNIVERSITY LEEDS UNIVERSITY THREE DIMENSIONAL WALLS FORCES TALL RANDOM PLANS MATRICES LATERAL ROTATIONAL ANALYSIS EFFECT MULTI STOREY BUILDINGS ARRANGEMENT MATRIX METHODS STIFFNESS SHEAR HORIZONTAL...

... prestressecdoncretbeeamPs.rivate communication. 346 CALCULATIONS PRESTRESSED METHODS REINFORCEMENT FORMULAE CRACKING WIDTH BEAMS TESTS BONDS STRESS CRACKS CLASS 3 LABORATORIES CHARACTERISTICS MEASUREMENT LEEDS UNIVERSITY © Thomas Telford and ICE 1971 ...

...JA FOX; DA HENSON © Thomas Telford and ICE 1971 LEEDS UNIVERSITY PREDICTION TRANSIENT SOLUTIONS RAILWAYS CHARACTERISTICS UNSTEADY MATHEMATICS EXPERIMENTS CONDITIONS AERODYNAMICS COEFFICIENTS MAGNITUDE TRAINS AIR CALCULATIONS ONE DIMENSIONAL FLOW COMPUTERS MODELS...

...JA FOX; IM GOODWILL; RW POWELL © Thomas Telford and ICE 1970 LEEDS UNIVERSITY RAILES AND PARTNERS ROME SPATIAL VARIATIONS HYDRAULIC DIFFERENTIAL SOLUTIONS STABILITY JUMP INFLOW FORMULAE RISE VARIED OPEN STRUCTURES EQUATIONS METHODS FINITE DIFFERENCE EFFECT SURFACES...

...EW BENNETT; BC COLLINGS © Thomas Telford and ICE 1969 LEEDS UNIVERSITY HIGH CONCRETE FINE EARLY AGE MODULUS CURING EARLY PORTLAND TECHNOLOGY TENSILE WORKABILITY SHRINKAGE STRENGTH CEMENT DEVELOPMENT ELASTICITY STEAM CREEP TECHNICAL NOTE 10 for written discussion...

...J A FOX; I ALI © Thomas Telford and ICE 1968 LEEDS UNIVERSITY UNSTEADY GRAVITY WATER POROUS LOSS SOLUTIONS QUASI LINEAR DIFFERENTIAL METHODS DIGITAL EXPERIMENTS SYMMETRICAL BOUNDARIES GROUNDWATER INTERPOLATION UNCONFINED WELLS WAVES MEDIA FLUIDS INTEGRATION...