...J R C HSU; C EVANS © Thomas Telford and ICE 1989 PARABOLIC RELATIONS PROMONTORIES EQUILIBRIUM STABILISING BAYS CONDITIONS EQUATIONS CONTROL SHAPE HEADLANDS STATIC BEACHES WESTERN AUSTRALIA UNIVERSITY INTERSTRUCT PTY PERTH Proc. Instn Ciu. Engrs, Part 2,1989,87, Dec...

... in conjunction with single bay infilled frames. Both non-integral and integral infilled frames are studied. The non-linear finite element method is employed for the analysis, taking into account thenon-linearity of materials, cracking in the panel, and separation/friction/slipand non-linear shearslip...

... ARMOURING PAINT THICKNESS BAYS EROSION DESIGN ANAEROBIC BACTERIA SEA EMBANKMENTS DEFENCES BREAKWATERS PILES TUBULAR INTERNAL RUSTING CARMARTHEN BAY WALES MOUNTBATTEN PLYMOUTH Proc. Instn Ciu. Engrs, Part 1, 1987,82, Oct., 1051-1053 INFORMAL DISCMUSASRIOITNIME ENGINEGERROINUGP...

... PROCEDURE FUNCTIONS KINEMATICS THEORY COLLAPSE LINEAR PROGRAMMING SOLUTIONS NUMERICAL PROBLEMS ALGEBRA OPTIMAL ARBITRARY SWAY COMPUTERS BAYS CONSTRAINTS BEAMS VERTICES Proc. lnstn Cio. Engrs, Part 2, 1986,81,Mar., 95-1 10 PAPER 8991 STRUCTURAL ENGGRIONUEPERING Optimal plastic designof...

...PC BARBER; CD DAVIES METROPOLITAN BOROUGH OF WIRRAL OFFSHORE BREAKWATERS BAYS HISTORY MANAGEMENT FRONTAGES PUBLIC PRIVATE INVESTIGATIONS SEA DEFENCES DESIGN CONSTRUCTION TECHNOLOGY UNIVERSITIES RESEARCH MONITORING PERFORMANCE SHALLOW WATER ECONOMICS CONTROL COASTS...

...RA FALCONER © Thomas Telford and ICE 1984 BIRMINGHAM UNIVERSITY FILL MATHEMATICS MODELS STUDIES SHALLOW CHARACTERISTICS FLUSHING BAYS TIDAL HYDRAULIC BOUNDARIES CONFIGURATION MASS OUTLINES NON LINEAR EQUATIONS MOMENTUM ADVECTIVE DIFFUSION SOLUTIONS NUMERICAL...

... of Oceanographic Sciences We welcome the Authors account of a comprehensive surveyof a small part of the Bridgwater Bay area.TheInstitute of Oceanographic Sciences has,forseveral years, undertaken studies of fine sedimentbehaviour throughoutthe Severn Estuary and Bristol Channel. The report by the Authors provides...

... MEMBERS STABILITY BEAMS FUNCTIONS FLEXURE STOREYS BAYS COLUMNS SYMMETRY RIGIDITY SHEAR CALCULATIONS STIFFNESS Proc. Instn Civ. Engrs, Part 2,1983,75, Mar., 129-135 TECHNICAL NOTE 359 Accuracy of natural freq-luencies givenb'Y substitute sway frames with cladding F. W. WILLIAMS" M. D. BOND...

... INITIAL TALL FRAMES METHODS TRIAL SUBSTITUTE CALCULATIONS GRINTER FRAME ROTATION BAYS Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Mar., 49-62 8286 Design of unbraced multi-storey steel frames under combined loading D. ANDERSON, B S c ,P h D ,M I S t r u c t E * M. A. ISLAM, B A r c h ,M S c E n...

...FW WILLIAMS; JM DAVIES; UWIST © Thomas Telford and ICE 1979 UWIST ACCURACY LOADS SUBSTITUTE SWAY FRAMES CLADDING UNBRACED MULTI STOREY MULTIBAY RIGID JOINTS PLANE HAND CALCULATORS METHODS ERRORS STOREYS BAYS RATIOS BEAMS STIFFNESS COLUMNS Proc. Insrn Cio...

... DEFLECTION CHARACTERISTICS TESTS SYSTEMS FAILURES DESIGN PROCEDURE RESEARCH SCAFFOLD SUPPLIERS DEFLECTION BRACED BAYS STANDARDS LABORATORIES BRACES COUPLERS Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Sept., 721-741 8226 Structural behaviour of load bearing falsework M. HOLMES, DSc, PhD, FEE...

...JM HUSLID; KC ROCKEY © Thomas Telford and ICE 1979 TRONDHEIM UNIVERSITY STATOIL NORWAY CARDIFF UNIVERSITY COLLEGE INFLUENCE RIGIDITY PLATES ULTIMATE EXPERIMENTAL METHODS PHYSICAL CAPACITY MECHANISMS FLANGES SUPPORTS BAYS ENDS COLLAPSE GIRDERS STRENGTH LOADS...

... BAYS POOLE DORSET UK Proc. Instn Ciu. Engrs, Part 2, 1979, 67, Mar., 1-1 I 8187 Utilization of wave power at a coastal site G. HENDERSON, BSC* K. J. DONALD, BSC* N. B. WEBBER, BSc(Eng), FICE, MASCE* The harnessing of wave energy is being studied in the U K and coastal sites are worthy...

...REJ WORTH; NA TRENTER © Thomas Telford and ICE 1976 GRAVING OFFSHORE DOCKS STRUCTURES BAYS NIGG BAY SCOTLAND UK Corrigendum Proc. Znstn Ciu. Engrs, Part 1, 1976, 60, Aug., page 476, Fig. 10. It is regrettedthat this figure was printed upside down. 760 ...

.... The Hydraulics Research Station reportswere prepared in 1969 and were studies of all the previous work carried out onLiverpool Bay. Since that time there have been considerable amounts of work carried out which affectthe bay (Seaforth Docks, Crosby sea wall, Wirral long sea outfall), and increased dumping...

...R BEST; JE JAMES; G AINSWORTH; DOE; PC WOOD; MAFF © Thomas Telford and ICE 1973 DEPARTMENT OF ENVIRONMENT MANCHESTER CORPORATION MINISTRY OF AGRICULTURE FOOD & FISHERIES DOE MAFF Effect of sewagesludge on the marine environment: acase study in Liverpool Bay R . BEST, BSc(Eng...

...AM MUIR WOOD; L SUMMERS; M GYSEL; ME BARTON; WA PRICE; JA LEWIS; TN HUTCHINSON; MJ BAYLEY; ALL BAKER; HG TRIMBLE; HW TOMLINSON; J DUVIVIER; EN BROMHEAD; H SPEIGHT; N VENKATACHALAM; DH WILLIS © Thomas Telford and ICE 1972 LANDSLIDES PROTECTION BAYS COASTS LANDSLIPS COASTAL...

...L K STEVENS © Thomas Telford and ICE 1967 MELBOURNE UNIVERSITY ELASTIC STABILITY PRACTICAL MULTI STOREY FRAMES FAILURES SIDESWAY ENERGY METHODS PREDICTION LOADS STRENGTH STIFFNESS BAYS PRIMARY RIGID JOINTS STEEL INSTABILITY For written discussion* Paper No. 6955...

...F J T KESTNER; HRS Paper No. 6494 SHORT-TERM CHANGES M THE DISTRIBUTION OF FINE SEDIMENT3 IN ESTUARIES A field investigation in Morecambe Bay and the River Lune Friedrich Julius "heodor Kestner, B.Sc., A.M.I.C.E. Principal Scientific Officer, Hydraulics Research Station, Department of Scientific...

... PUMPS CHANNELS SCREENING BAYS GRIT SEDIMENTATION BALANCING TANKS AERATION EFFLUENT MECHANICAL ELECTRICAL EQUIPMENT SLUDGE DIGESTION DRYING LIQUIDS MIDDLE LEE RIVER LEE STEVENAGE HARLOW RYE MEADS UK Paper No. 6452 THE DESIGNC, ONSTRUCTIONA, NDOPERATION...