... FLOODS CHARACTERISTICS GROSS EFFECT INCREASES VERIFICATION DATA NUMERICAL HYDRODYNAMICS WATER QUALITY LONG TERM RESEARCH IDEALISED GEOMETRIC KINEMATICS EXPERIMENTS ANALYSIS PROCEDURE THEORY NON DIMENSIONAL UK USA UNITED STATES © Thomas Telford and ICE 1991 BRADFORD...

...J E CLIFFORD; R N WOOD © Thomas Telford and ICE 1991 OVE ARUP WORLD BANK PORTS ENGINEERING STANDARDS STUDIES CODES PRACTICE MARITIME DOCUMENTATION HARBOURS UK GERMANY JAPAN USA UNITED STATES Proc. Instn Civ. Engrs, Part 1, 1991,W,Aug.,931-932...

... of Eurocode EC8 (1989),the USA Uniform Building Code UBC (1988) and the National Building Code of Canada NBCC (1990),in comparison with the results of a detailed statistical analysis of the spectral shapes of 45 ground motionrecords obtained from 25 earthquakes from the Western USA, Europe, the Middle East...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA © Thomas Telford and ICE 1991 BRADFORD UNIVERSITY PHILLIP WILLIAMS UNITED STATES GEOLOGICAL SURVEY UNISTAGEOSUR CONTRACOSTA WATER SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS...

...A F GEE © Thomas Telford and ICE 1991 TONY GEE CONCRETE FIN BACK BRIDGES DESIGN CONSTRUCTION PROJECTS ECONOMICS MATERIALS QUANTITIES VARIABLE DEPTH SECTIONS HISTORY FOUNDATIONS SUBSTRUCTURES SUPERSTRUCTURES CONTRACTS BARTON CREEK TEXAS UNITED STATES USA...

..., contractors and committee members. 11. Universities, industry, State Highway Authorities, research foundations and engineering consultancies in the USA and overseas are involved in SHRP Contracts. 12. Recognizing theimportance of effective communications, the SHRP includes a Directorate of Organizational...

... into the USA and have now become quite commonplace. Early post-tensioned concrete segmental bridges were cast-in-place in cantilever using travelling formwork with spans of up to 122 m. This remains the preferred method for large spans such as the Houston ShipChannel at 229 m and the Acosta bridge...

... to be disproportionally large in relation to the net increases in wages. Factors such as these may not have been highlighted in a survey of construction sites in the USA where the tax levels are understood to be lower than in the UK. Therefore, the extent to which study findings from the USA can be applied directly...

... ENVIRONMENT PHYSICAL MARINAS WATER TECHNIQUES EFFECT PATTERNS PUGET SOUND HARBOUR POINTE HOLES BAY DORSET SEATTLE USA UK © Thomas Telford and ICE 1989 Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 913-935 9416 BOARD ENGINEERINGMARITIME Hydraulic modellingof tidal circulation...

... of dilution in current 2 still water dilution discharge U j velocity ofjet U , velocity of ambiencturrent P ambient density Ap density difference Introduction Methods of estimating the dilution to be expected at proposed offshore outfalls sited in flowing water differ significantly between the USA and the UK...

... OFFSHORE AXIS CURVED VAWT GOVERNMENT ELECTRICITY ROTORS ENERGY CARMARTHEN BAY CALIFORNIA SCILLY ISLES ISLES OF SCILLY UK CANADA USA Proc. Instn Ciu. Engrs, Part 1,1989,86, Oct., 857-878 9443 GROUP ENGINEERING ENERGY Development of vertical axis wind turbine R. CLARE, BSC,DIC...

... INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June, 159-174 PAPER 9331...

... COMMUNICATION SOCIAL INTERACTION PARTICIPATION STAFF PERSONNEL DECISIONS INCENTIVES FINANCE RELATIONS RESEARCH INDUSTRIAL MANAGEMENT USA UNITED STATES Proc. Instn Ciu.Engrs, Part 1,1989,86, June,461470 9338 GROUP MANAGEMENT Motivational factorsin construction projects: a review...

... DAMAGE LIMITATION DEFECTS CONSTRUCTION INDUSTRIES CONTRACTORS EMPLOYERS TORT LEGAL AMBIT COURTS UK USA Proc. Instn Ciu. Engrs, Part 1,1989,86, June, 553--566 SEMINAR The professional engineer at risk Introducers J. F. UFF, QC, PhD, FICE* G. F.HAWKER, BSc, FICE* LORD HACKING,MA...

... CONTINUOUS TENDONS SYSTEMS T BEAMS SHORT I BEAMS INVERTED CONSTRUCTION CANTILEVER LOADS STRESS CORROSION POST TENSIONED COLLAPSE CABLES EXTERNAL CRACKING M BEAMS U BEAMS SHORT SPAN UK BELGIUM FRANCE GERMANY WEST GERMANY USA EUROPE Proc. lnstn Ciu.Engrs, Part 1,1989,86, Apr...

... SULPHATES BEHAVIOUR ZINC COATINGS OXIDATION SITE INVESTIGATION TENSILE STRENGTH LONG TERM CALCULATIONS LOIRE FRANCE USA ...

... COST EFFECTIVE EFFECTIVE FARMS TESTS ENERGY RATES COSTS GOVERNMENT TAXATION VERTICAL CONTROL TOWERS STEEL CONCRETE BLADES ECONOMICS QUALITY PUBLIC SECTOR FINANCE USA UK Proc. Instn Ciu.Engrs, Part 1,1987,82, Oct., 1013-1027 90E1N6GGDERINIOSEUCREUPGRSIYSNIOGN The design...

... CONVENTIONAL PIPELINES SUBMARINE HONOLULU HAWAII HAWAII USA Proc. InstnCio. Engrs, Part 2,1987,83, Mar., 4 S 5 9 PAPER 9018 MARITIME EGNRGOIUNPEERING Forces exertedby shallow ocean waves on a rigid pipe set at an angle to tflhoew R. A. GRACE, PhD* J. M. ANDRES, MS? E. K. S . LEE, BS$ A test...

... MEASUREMENT UK NORTH AMERICA CANADA USA Proc. lnstn Ciu. Engrs, Part 2,1987,83, Mar., 181-196 PAPER 9107 WATERGERNOGUIPNEERING Estimation of dilution in buoyanetffluents discharged into a current J. J. SHARP, BSc, MSc, PhD,ARCST, FICE, FCSCE, PEng* E. MOORE, BSc, PhD, PEng* This Paper considers...

... PERTH UK USA BRAZIL AUSTRALIA UNITED STATES Proc. Instn Ciu. Engrs, Part 1,1986,80, Dec., 1625-1648 8917 DISCUSSION ENGGRINOEUENPRDING Settlementof foundations on sand and gravel J. B. Burland andM. C . Burbidge Professor Burland The Paper was first presented in 1984 at the Centenary...