...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

...CG TILSTON; JM GILCHRIST DESIGN INSTALLATION SEA PILES FOUNDATIONS DEFLECTION OIL GAS DRILLING LEGS PLATFORMS STEEL TUBULAR JACKETS GROUTS EQUIPMENT SOILS LOADING LOADS BOREHOLES SURVEYS PROJECTS DATA INVESTIGATIONS INSTRUMENTATION CONES PENETRATION TESTS HAMMERS...

...H FESSLER; PB MOCKFORD; JJ WEBSTER; W MANNERS Proc. Instn Ciu.Engrs, Part 2,1987,83,Dec.,887-888 DISCUSSION ON PAPERW91A2T4ER ENGINEERGINROGUP Parametric equations for thfleexibility matrices of multi-brace tubular joints in offshore structures H. Fessler, P. B. Mockford and J. J. Webster Dr W...

... 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...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE MATRICES MATRIX BRACES TUBULAR JOINTS OFFSHORE STRUCTURES LOADS CHORDS MODELS INDUCED DISTORTION PRACTICAL UNREINFORCED WELDED NON OVERLAPPING TESTS...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE BRACES MATRICES MATRIX JOINTS TUBULAR SINGLE TESTS ARALDITE OFFSHORE STRUCTURES MODELS EXPERIMENTS FINITE ELEMENTS METHODS ASSESSMENT PROCEDURE...

...HM HAYDL TURALGC Proc. Instn Civ. Enyrs, Part I , 1986,80,June, 633-'639 8833 GROUP Design aspects of large-diameter tubular conveyor galleries H. M. HAYDL, PhD, PEng* The Paper discusses and summarizes some important design aspects of thin-walled, largediameter tubular galleries. Introduction...

... GANTRIES TOWERS LIFTS SYSTEMS MAIN STRUCTURES INSTALLATION WELDING PERMANENT LEGS DESIGN ERECTION TIME STEEL TUBULAR FOUNDATIONS GIRDERS CONNECTORS STABILITY JACKING GUYS CONSTRUCTION STRUCTURAL STEELWORK BRAE A NORTH SEA ...

... was designed for the berthing of ships up to 68 OOO t displacement and in addition a sacrificial rendering system was provided across the upstream end of the quay to protect the tubular steel piles against possible accidental impact due to drifting barges from the grain terminal. A new workshop...

...JE HARDING RING AXIAL LOADS CYLINDRICAL OFFSHORE DEFLECTION PROGRAMS UNLOADING TENSION BENDING PRESENT PRACTICE TESTS TUBULAR PREDICTION MODES IMPERFECTIONS LENGTH STIFFENED EXTERNAL BEHAVIOUR GEOMETRY OIL ELASTOPLASTIC CURVES CHARACTERISTICS LEGS GENERATION FLOATING...

...E LIGHTFOOT; G OLIVETO; BGR HOLLOWAY COLLAPSE TUBULAR FALSEWORK BRIDGES LOADS ENDS FOUNDATIONS STRENGTH SCAFFOLD BRACING DESIGN DRAWINGS SPANS SETTLEMENT STEEL ASSEMBLY MEMBERS SAFETY FLEXIBILITY SUPPORTS SCAFFOLDING Proc. Instn Civ. Engrs, Part 2, 1978, 65, Mar., 217-218...

... in the normal way.AtMombasa the design calledfor Mannesmann tubular piles, the lower ends being of thicker sectioion allow for corrosion in the adverse ground conditions, which consisted of broken shale overlying hard shale into which the piles were driven. The hard shale was drilled from within the pilesto...

... METHODS EIGEN VALUES PLASTICITY ACCESS CONSTRUCTION TOWERS GEOMETRY COLUMNS FORMULAE TUBULAR ASSEMBLY CALCULATIONS ELASTIC COUPLERS FINITE TUBES TALL PREDICTION APPROXIMATION SCAFFOLDING LENGTH FAILURES Proc. Insrn Civ. Engrs, Part 2, 1977. 63,June, 31 1-329 8023 The collapse...

... importance to them. Design of tubular bridge 6. Whilst these alternatives werebeingconsidered in early 1845, Robert Stephensonconceived the idea of a tubular formof wrought iron construction. Various discussions he had with other people at the time strengthened his resolve to construct this form of bridge...

...HC HUSBAND; RW HUSBAND; R STEPHENSON HUSBAND CONSTRUCTION TUBES ROADS LOADS PREFABRICATION WROUGHT TUBULAR STRUCTURAL FOUNDATIONS APPROACHES ARCHES MODIFICATION PAINTING LINTELS DISMANTLING ABUTMENTS RECONSTRUCTION FIRES BRIDGES DECKS CALCULATIONS TREATMENT METHODS...

...KJ JOYNER; ZS MAKOWSKI; RG TAYLOR; BOAC © Thomas Telford and ICE 1970 BRITISH OVERSEAS AIRWAYS CORPORATION BOAC SURREY UNIVERSITY STEWARTS AND LLOYDS LTD STRUCTURES BOEING 747 AEROPLANES TUBULAR FRAMES COSTS SPINE LATTICE DESIGN MODELS FACTORS JOINTS CONTROL HANGARS...

...OA KERENSKY; MA SELFE; WA EYRE; JC CHAPMAN; NJ DALLARD; PF FOICE; MG LEWIS; AJS PIPPARD; TLG DEUCE; PE LINDESEY; PJ CLARK; MF PALMER © Thomas Telford and ICE 1969 FOUR LEVEL M4 BRIDGES ROADS READY MIXED FIRES INTERCHANGES M5 DECKS TRAFFIC TUBULAR BEARINGS MOTORWAYS DESIGN...

...EJK CHAPMAN; CEGB; FR GIBB; CE PUGH TAYLOR WOODROW COOLING POWER STATIONS HEADWORKS SHAFTS SEABED GALES UNDERWATER CANOPIES SCREENS CONCRETE DIVING TUBULAR PILES LININGS TUNNELS COASTAL INVESTIGATIONS WATER DESIGN JETTIES COSTS CONDITIONS WIND STRUCTURES ANTI...

... GEOLOGY PLATES ULTRASONIC MOTORWAYS DESIGN COMPOSITE TUBULAR BEARINGS BEAMS GIRDERS PROTECTIVE EARTHWORKS TESTS ALMONDSBURY ENGLAND BRISTOL UK 7103 The four-level interchange between M4 and M5 motorways at Almondsbury Almondsbury Interchange h the first of ik kind in Oreat...

...B P WEX; D F MCINTOSH © Thomas Telford and ICE 1966 FREEMAN FOX FOUNDATION ENGINEERING MCKINNEY DESIGN CONSTRUCTION HIGH PRESSURE BRIDGES PIPES RIVERS MEANDERING SCOUR BORED PILES PIERS SUPERSTRUCTURES SITES FABRICATION TRIANGULAR SECTIONS TUBULAR TRUSSES...