...? Details are given of the measured depth-averaged velocity distributions and exchange coeff- cientsforaphysicalmodelofasquare harbour withasingleasymmetricentrance.The model was based on typical harbour shapes in the USA and the UK; the tidal conditions were typical of those in the UK. For these tests...

...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 SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

...A F GEE UNITED STATES USA Proc. lnstn Civ. Engrs, Part l, 1991, 90, Feb.,91-122 CIONTUEUP9ER5R5AI9NLGPAPERUGR Concrete fin-back bridge in USA A. F. GEE, MA, FICE, FIMechE, FIStructE, MConsE* The Paper describes the design and constructionof a type of bridge-namely a prestressed concrete fin...

... PERFORMANCE SPECIFICATIONS BITUMINOUS MATERIALS PAVEMENTS DESIGN BITUMEN SYSTEMS COST EFFECTIVE CONCRETE HIGH ASSESSMENT PHYSICAL CONDITIONS REPAIRS REPLACEMENT STRUCTURES BRIDGES COMPONENTS ASPHALT LIAISON BINDERS LONG TERM MAINTENANCE USA UNITED STATES Proc. lnstn Ciu. Engrs...

...NR MANSFIELD; NS ODEH; IJ ROWDON; R BIDGOOD © Thomas Telford and ICE 1990 SIR WILLIAM HALCROW MOTIVATION FACTORS CONSTRUCTION PROJECTS EMPIRICAL STUDIES INDUSTRIES PSYCHOLOGY MANAGEMENT SITES INDUSTRIAL OCCUPATIONAL USA NORTH AMERICA Proc. Instn Cio.Engrs...

... BALANCED ALIGNMENT SUPERSTRUCTURES SUBSTRUCTURES FOUNDATIONS PIERS CASTING SPAN BY SPAN FLORIDA USA NORTH AMERICA Proc. Instn Ciu. Engrs, Part 1,1990,88, June, 381419 9509 STRUCTGURROAULPENGINEERING Segmental bridge construction in Flori:da a revieawnpderspective ~ A. J. MORETON, PE...

... 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...

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

... ACCURACY ENVIRONMENT DESIGN INITIAL PREDICTION FIELD DISCHARGES STUDIES EQUATIONS PROTECTION USA UK Proc. Instn Cio. Engrs, Part 1,1989,86, Oct., 953-961 TN521 GROMUAPNEANGGEIMNENERTING Marine outfalldesign4omputer models for initial dilution in a current J. J. SHARP, MSc, PhD, ARCST...

... 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...

... TRANSVERSE FLANGES MODELS 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...

... 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...

... BOX BEAMS RECONSTRUCTION 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...

....-Feb., 2215. 5. PUTNAMJ. F. Soil corrosion. AmericanPetroleumInstitute,1936,ProductionBulletin 216,6674. 1057 FRANCE USA LOIRE DURABILITY EARTH REINFORCED STRUCTURES STUDIES STEEL GALVANISED UNDERGROUND CORROSION BURIED DATA SOILS GRANULAR LABORATORIES MONITORING LOSS...

... 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...

...JJ SHARP; E MOORE 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...

... CONSOLIDATED OVER CONSOLIDATED METHODS CORRELATION DATABASES BOREHOLES DEPTH DYNAMICS PENETRATION PILES LOADS GRANULAR CEMENT RESIDUAL GNEISSIC GNEISS QUARTZ TRIAXIAL EQUATIONS CHIMNEYS WIND COMPRESSIBILITY PRESSURE BRIDGES FOOTINGS PERTH UK USA BRAZIL AUSTRALIA UNITED...