.... andBATESD. J. The 60 year sea level at Barnstaple as estimated using the convolution method.Proc. Instn Ciu.Engrs, Part 2,1980,69, Sept.,827-834. 438 © Thomas Telford and ICE 1990 SHEFFIELD UNIVERSITY BIDSTON OBSERVATORY ...

...A MERNA; NJ SMITH UK © Thomas Telford and ICE 1990 SHEFFIELD UNIVERSITY J F DONELON UMIST BIDS CONSTRUCTION METHODS PROCEDURE EVALUATION CONTRACTS PREQUALIFICATION PRACTICE ALTERNATIVE PUBLIC SECTOR DOCUMENTATION ADMEASUREMENT Proc. Instn Civ.Engrs, Part...

...JA TAWN; JM VASSIE; EJ GUMBEL © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY PROUDMAN OCEANOGRAPHIC LABORATORY SEA LEVELS JOINT PROBABILITY METHODS ESTIMATES DATA SETS SHORT STATISTICS VALUE THEORY ACCURACY ESTIMATING SURGES SPECIMENS TIDES SEASONALITY...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY BRACING EFFECT THREE DIMENSIONAL COLUMNS SUBASSEMBLAGES ULTIMATE STRENGTH STIFFNESS STEEL UNSTABLE SUPPORTS RIGID INDUCTION COLLAPSE MEMBERS BRACED BEAMS NON SWAY CONNECTIONS LOADS TRANSFER...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

...TH HANNA; FK CHIN ANCHORAGES GROUND ANCHORS PILES SHEAR TESTS METHODS ULTIMATE LOADS ESTIMATING STRESS STRAIN SHEFFIELD UNIVERSITY Proc. Instn Ciu. Engrs, Part 1, 1987,82,Jun., 601405 TN480 ENGINEERINGGROUND GROUP Ground anchorages:ultimate load estimation by the Chin method...

...TH HANNA SHEFFIELD UNIVERSITY ANCHORAGES GROUND ANCHORS LOADS DEFLECTION TESTING TESTS DATA MEASUREMENT MOVEMENT ADJACENT LOSS FIELD BEHAVIOUR INTERPRETATION STRUCTURES CONSTRUCTION REGIONAL CHANGE ABSOLUTE © Thomas Telford and ICE 1987 Proc. Instn Ciu.Engrs...

...., 1985, BS 5950, Part 1. 441 © Thomas Telford and ICE 1987 WS ATKINS & PARTNERS SHEFFIELD UNIVERSITY COLUMNS STRENGTH IMPERFECTIONS ECCENTRIC STEEL ULTIMATE SEMI RIGID DEFLECTION ENDS RESTRAINT STIFF BEAMS STEELWORK BEHAVIOUR CURVES NON LINEAR ROTATION MOMENTS STRESS...

...DGM ROBERTS; CJD LAURENCE © Thomas Telford and ICE 1987 JOHN TAYLOR & SONS SHEFFIELD UNIVERSITY INFRASTRUCTURE PLANNING FINANCE WATER WATER AUTHORITIES PRIVATISATION REGULATIONS METERING EEC COMMON MARKET METERS UK EUROPE CONGRESSDISCUSSION future EEC...

...PJ CURRAN © Thomas Telford and ICE 1987 SHEFFIELD UNIVERSITY WATER RESEARCH CENTRE SOUTHERN WATER AUTHORITY AIRBORNE DATA MONITORING ESTIMATING DISPERSION DILUTION REMOTE SENSING SEWAGE OUTFALLS SEA DYES SURVEYS BOATS IMAGES PLUMES EXPERIMENTAL ANALYSIS MODELLING...

... for anysite for which thedesignis considered competitive. 168 © Thomas Telford and ICE 1987 SHEFFIELD UNIVERSITY UMIST TRANSPORT AND ROAD RESEARCH LABORATORY TRRL RIVERS BRIDGES ASSESSMENT PRECAST WEBS BOX GIRDERS BYPASSES CONCRETE CONSTRUCTION TECHNIQUES SEPARATE ECONOMICS...

...JJJ CHEN; DIH BARR; JS MONTES; EJ SARGINSON; COLEBROOK WHITE; PRANDTL; REYNOLDS © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY TASMANIA UNIVERSITY SHEFFIELD UNIVERSITY SOLUTIONS EQUATIONS PIPES FLOW REYNOLDS NUMBERS TURBULENT FORMULAE FRICTION CHARACTERISTICS...

...T OKUBO; DA NETHERCOT © Thomas Telford and ICE 1985 NIPPON STEEL CORPORATION, TOKYO SHEFFIELD UNIVERSITY WEBS POSTS STRENGTH STEEL BEAMS CASTELLATED EXPERIMENTS STUDIES SPECIMENS MODULES COMPRESSIVE LOADS LOCAL FAILURES SENSITIVITY DESIGN TESTS STRUTS SECTIONS...

.... A quantitativemultispectral analysissystem for aerial photographs applied to coastal planninIgn.t. J . Remote Sensing,1982,3, 181-197. 348 © Thomas Telford and ICE 1985 ROYAL MILITARY COLLEGE OF SCIENCE SHEFFIELD UNIVERSITY MEASUREMENT STUDIES SEWAGE SEWERAGE PUMPING STATIONS DIGITAL AERIAL PHOTOGRAPHY...

...RN SWAMY; AHMS ALHAMED; WINDSOR © Thomas Telford and ICE 1984 SHEFFIELD UNIVERSITY NATIONAL CENTRE FOR CONSTRUCTION LABORATORIES BAGHDAD EVALUATION TESTS ASSESSMENT PROBES WINDSOR PROBE IN SITU CONCRETE STRENGTH STUDIES SLABS WEIGHT NORMAL LIGHTWEIGHT AGGREGATES SIZE...

...CM RAHAL; MJH STERLING SHEFFIELD UNIVERSITY DURHAM UNIVERSITY © Thomas Telford and ICE 1981 WATER MODELS PIPES STATIC RESERVOIRS DISTRIBUTION PERIODS REPRESENTATION PUMPS LOADS CALIBRATION EXTENSIONS DYNAMICS DPT TUNING NETWORKS SIMULATION SCHEMATIC FIXED...

...EJ SARGINSON © Thomas Telford and ICE 1980 SHEFFIELD UNIVERSITY EMPIRICAL WATER CELERITY APPROXIMATION THEORY WAVELENGTHS WAVES DEEP DEPTH INDETERMINATE SHALLOW FORMULAE SOLITARY CNOIDAL CALCULATIONS Proc. Instn Ciu. Engrs, Part 2, 1980,69,Dec., 1C25-1027 TN 269...

... . 762 © Thomas Telford and ICE 1980 SHEFFIELD UNIVERSITY DURHAM UNIVERSITY LEICESTER POLYTECHNIC PARAMETERS TUNING SIMULATION MODELS WATER DISTRIBUTION NETWORKS METHODS DATA MEASUREMENT CALIBRATION REPRESENTATION SCHEMATIC TECHNIQUES EQUATIONS SELECTION ITERATIVE...

...D BOND © Thomas Telford and ICE 1979 SHEFFIELD UNIVERSITY CAD COMPUTERS DESIGN AIDS AIDED CONCRETE STRUCTURES ISOPARAMETRIC FINITE ELEMENTS NON LINEAR OPTIMISATION METHODS ANALYSIS PROCEDURE CONCRETE STRUCTURAL FORMS MINIMUM COSTS ARCHES STAIRWAYS SHELLS ROOFS...

...RN SWAMY; AK BANDYOPADHYAY © Thomas Telford and ICE 1979 SHEFFIELD UNIVERSITY TATA ENGINEERING AND LOCOMOTIVE CO EXPANDED SLATE SHEAR CONCRETE RESISTANCE SINTERED ASH DATA FORMATION TENSION FAILURES PARTICLES BONDS MATRICES CRACKING PRACTICE SOLITE INITIAL...