...A G L BORTHWICK; D M HERBERT; B W WILSON; CARPENTER; KEULEGAN © Thomas Telford and ICE 1991 CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES TESTS CYLINDRICAL PILES INERTIA COEFFICIENTS Proc. Instn Ciu. Engrs, Part 2, 1991,91, June, 365-372 DISCUSSION ON PAPER 9494...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

... CONSERVATION TECHNOLOGY ROLLING STOCK ALIGNMENT PARAMETERS NOISE SUPPRESSION PERMANENT WAY GEOTECHNICS EFFECT CONTRACTS ORGANISATION LEGISLATION LININGS CIVIL DEFENCE UNDERGROUND VIADUCTS ELEVATED DEPOTS SIDINGS PROJECTS SOLUTIONS TRACK FIXED BALLAST SLABS TURNOUTS GROUND CONDITIONS...

...TK DATTA; MZ AHMAD © Thomas Telford and ICE 1988 INDIAN INSTITUTE OF TECHNOLOGY NEW DELHI ZAKIR HUSSAIN COLLEGE OF ENGINEERING, AL IGARH MUSLIM UNIVE REINFORCEMENT VOLUME REINFORCED CONCRETE SLABS STRIP METHODS ANALYSIS EDGES FIXED PROBLEMS OPTIMISATION MINIMUM MOMENTS...

... ENVIRONMENTAL FORCES LEGS FIXED LINEAR JACKETS TESTING ROTATION GEOMETRY MATERIALS DEFLECTION CAPACITY COMPUTERS NON LINEAR MEMBERS THICKNESS PLATING ENVIRONMENT EKOFISK NORTH SEA Proc. Instn Ciu.Engrs, Part 1, 1987,82, Oct., 949-979 9199 MAGRRIOTIUMPE ENGINEERING Ekofisk platform 2...

.... 2. Of the 35 cases, 24 related to permanent anchorages (protected and unprotected) and 11 applications were temporary with no designed protection other than cement grout cover for the fixed length and on occasions a decoupling sheath over the free length. 3. Generally speaking, corrosion failures...

... STRESS LAYERS ESTIMATING METHODS BOUNDARY LAYERS SLUICES CONDITIONS GATES PIPES HYDRAULICS PROCEDURE MEASUREMENT VOLUME PATTERNS CHARACTERISTICS FIXED BEDS MODELLING FLOW Proc. lnstn Ciu. Engrs, Part 2, 1986,81, Dec., 607-645 PAPER 9077 WATERGERNOGUIPNEERING Local scour causedby...

...GS LITTLEJOHN; DA GREENWOOD; TH HANNA; JM MITCHELL; AR DAWSON ANCHORAGES FAILURES GROUND CASE STUDIES TENDONS CORROSION PROTECTION CLAYS ROCKS LONDON CLAY FACTORS SAFETY LOADS FIXED LOSS WATER ANCHORS CRACKING GROUTING © Thomas Telford and ICE 1985 Proc. Instn Ciu...

...EC HAMBLY © Thomas Telford and ICE 1985 FATIGUE VULNERABILITY PLATFORMS JACK UP DAMAGE LEGS LOCATION DATA CALCULATIONS PROBLEMS STRUCTURES JOINTS WELDED SWAY ANALYSIS SPECTRAL DESIGN STRESS RISKS FIXED STEEL STRENGTH WAVES RESONANCE LOADS MOTION SENSITIVITY...

... STRESS PREDICTION TECHNIQUES FRICTION COEFFICIENTS MEASUREMENT FIXED ENDS ROTATION MODELLING PERTURBATION CABLES CYLINDRICAL SHEET ORTHOTROPIC NON LINEAR ELASTIC PROPERTIES Proc. Instn Civ. Engrs, Part 2, 1984,11,Dec., 445464 PAPER 8835 STRUCTURAL ENGINEERING BOARD Hysteresis...

...MC O FLYNN; CJ ANTONAKIS; IL DAVIES; D PALMER; JM SKILLMAN; BS 6235 OFFSHORE STRUCTURES FIXED CONCRETE SEA CODES PRACTICE TAYLOR WOODROW SIR ROBERT MCALPINE ANSEN OFFSHORE CEMENT AND CONCRETE ASSOCIATION © Thomas Telford and ICE 1983 SYMPOSIUM three totally separate...

... fixing should be designed for ultimate or design strengths. He also thought that the partial loadfactor of 1.5 for towing fixings should be increased to 2.0. Site investigations; design of foundations; inspection and maintenance Reporter F. S. West The panel members were J. N. McFeeters A. Gallagher P...

...JB NEWMAN; RJT BENNETT © Thomas Telford and ICE 1983 IMPERIAL COLLEGE OVE ARUP CONCRETE SOCIETY CONCRETE LIGHTWEIGHT AGGREGATES FIXED MARINE DENSITY STRUCTURES FLOATING STRENGTH DURABILITY PROPERTIES UK Proc. Instn Civ.Engrs, Part 1,1983,74, Aug., 603-606...

...NR FIELDER; PL STUART; JD HARRISON; JG HICKS; RE JENNINGS; KE VERILL; BS 6235 © Thomas Telford and ICE 1983 BP BRITISH PETROLEUM WELDING INSTITUTE SIR WILLIAM HALCROW WHESSOE OFFSHORE STRUCTURES FIXED STEEL SEA CODES PRACTICE FIXED OFFSHORE STRUCTURES (Thiswork,however...

... BUDGETS PRACTICE CODES STRUCTURES FIXED OFFSHORE DRAFTING COMMITTEES METHODS ...

... parametersinwaterdistributionnetworkoperatingundersteadystatefixedloading conditionshasalreadybeenpresentedbytheAuthorsP. iperesistancesandpump equivalent resistances were adjusted to yield simulation data that agreed with actual fixed loadoperatingandmeasuredcalibrationdata.ThealgorithmpresentedinthisPaper extends the static network model to include the dynamic...

... ELASTOPLASTIC CURVES CHARACTERISTICS LEGS GENERATION FLOATING DESIGN OBSERVATIONS ELEMENTS ULTIMATE EFFECT WAVES POST COLLAPSE CYLINDERS PRESSURE SHELLS STRUCTURES PLATFORMS FINITE DIFFERENCE PEAK FIXED COMPRESSION FUTURE CODES RECOMMENDATIONS BUCKLING COMPUTERS FAILURES...

... EXPERIMENTS AXIAL CIRCUMFERENTIAL FIXED CAPACITY OPTIMUM CLASSICAL INFLUENCE PREDICTION Proc. lnstn CiuE. ngrs, Part 2,1981,71, Sept., 637461 8489 Overall buckling of ring stiffenedcylinders C. P. ELLINAS, BSc, PhD* J. G. ACROLL,BE,PhD, MIStructE, FIMA* A reduced stiffness critical load analysis...

...D ALTINISIK; RT SEVERN BRISTOL UNIVERSITY TRABZON UNIVERSITY ASYNCHRONOUS MULTIPLE EXCITATION MOTION MATRIX MATRICES REDUCTION SINGLE BEAMS FIXED MULTIPLE SUPPORT BASES GROUND VECTORS VERTICAL PSEUDO STATIC RESPONSES COMPUTERS DAMS ARCHES FORCES PORTAL RECTANGULAR...

...AM ANSAH © Thomas Telford and ICE 1980 A M AHSAH ACCRA ANALYSIS STRUCTURES THEORY EDGES SOLUTIONS APPROXIMATION EQUILIBRIUM BOUNDARIES DIAPHRAGM FIXED MEMBRANES TRANSLATIONAL STRESS DOUBLE RIBS FINITE DIFFERENCE OVERRELAXATION CONSTITUTIVE CONDITIONS SUPPORTS...