...J C PARISH; PSA RESURFACING RUNWAYS MILITARY AIRFIELDS SURFACING PROPERTIES MATERIALS MAINTENANCE DESIGN SPECIFICATIONS ENDS CONCRETE PAVEMENTS QUALITY TAR ASPHALT MACADAM GROUTED SEALS FRICTION COURSES TREATMENT Proc. Instn Cio. Engrs, Part 1, 1991, W,June, 537-545...

...MA BRADFORD; BS 5950 © Thomas Telford and ICE 1990 NEW SOUTH WALES UNIVERSITY DESIGN BEAMS PARTIAL ENDS RESTRAINT FINITE ELEMENTS METHODS ANALYSIS ELASTIC DISTORTIONAL BUCKLING STUDIES STABILITY ISOLATED I SECTIONS SECTIONS THEORY MEMBERS GEOMETRY HOT ROLLED...

...BK DOUGHERTY © Thomas Telford and ICE 1990 DURBAN WESTVILLE UNIVERSITY STABILITY BEAMS COMBINED GRAVITY LOADING LOADS APPLIED ENDS MOMENTS ELASTIC BUCKLING CENTRAL POINTS UNIFORM DISTRIBUTION METHODS DESIGN CHARTS Proc. Instn Ciu.Engrs, Part 2,1990,89, June, 241...

...M RAOOF © Thomas Telford and ICE 1989 FREE SPIRAL EXPERIMENTS THEORY RESTRAINED METHODS RIGIDITY FRACTURE FATIGUE ENDS MODELS BENDING STRANDS STRUCTURAL PROBLEMS TERMINATION EFFECTIVE PREDICTION LOCATION DATA SPECIMENS AXIS TESTS LARGE CHARACTERISTICS BEHAVIOUR...

... ENDS STIFFNESS CONNECTIONS POINTS TERMINATION STRENGTHENING BONDING MODELS TWO STAGE ANALYSIS COMPOSITE BEHAVIOUR PARTIALLY PREDICTION DISTRIBUTION INTERFACE MODES FAILURES PARAMETERS EQUILIBRIUM COMPATIBILITY EQUATIONS ANALYTICAL MATERIALS PROPERTIES ANCHORING BONDS AXIAL...

... BIFURCATION BUCKLING BRACES AXIAL BEAMS FLANGES TORSIONAL RESTRAINT DISTRIBUTION MULTIPLE SENSITIVITY FLEXIBLE ENDS NON LINEAR BENDING TORSION LOADS SHEAR DEFLECTION Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 87-1 12 PAPER 9410 STERNUGCINTEUERRAILNG GROUP Ultimate strength analysis...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 155-158 DISCUSSION ON PAPER 9321 STRUCTURAENLGINEERING GROUP Early thermal cracking in end-restrained thick reinforced concrete members B. P. Hughes and A. T. Mahmood Mr J. Springfield, Carruthers& Wallace Limited...

...SW JONES; PA KIRBY; DA NETHERCOT; J SPRINGFIELD COLUMNS STRENGTH SEMI RIGID ENDS RESTRAINT LOADS LOADING BEAMS STRUCTURES ROTATION FRAMES DESIGN STIFFNESS STABILITY Proc. Instn Ciu. Engrs, Part 2,1988,85,June, 363-367 DISCUSSION ON PAP9E1RS8T2RUCTURAENLGINEERING GROUP...

...SW JONES; PA KIRBY; DA NETHERCOT © Thomas Telford and ICE 1987 WS ATKINS & PARTNERS SHEFFIELD UNIVERSITY COLUMNS STRENGTH IMPERFECTIONS ECCENTRIC STEEL ULTIMATE SEMI RIGID DEFLECTION ENDS RESTRAINT STIFF BEAMS STEELWORK BEHAVIOUR CURVES NON LINEAR ROTATION...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP ELASTIC THIN CYLINDRICAL SHELLS LOADS THEORY ENDS WALLS DESIGN STRUCTURES STATIC APPLIED BEHAVIOUR DISTORTION BASES CYLINDERS EQUATIONS ANALYSIS UNRESTRAINED RADIAL MOMENTS PRESSURE ENCASTRE UNIFORM...

...JM DAVIES; J FISHER © Thomas Telford and ICE 1987 SALFORD UNIVERSITY MOTT HAY AND ANDERSON ENDS FAILURES STRESSED SKIN FLUTES DIAPHRAGM DEFLECTION TESTS STEEL SHEET ALUMINIUM ROOFS DECKS BEHAVIOUR STATE OF THE ART CALCULATIONS PROCEDURE PROFILED THEORY SAFETY...

... STRENGTHENING PRESERVATION TREATMENT INFESTATION ELEMENTS CONSOLIDATION RAFTERS REPLACEMENT ROTTED BEAMS ENDS CONSTRUCTION CONTRACTS CONTRACTORS DEFENCE FORT GEORGE MORAY FIRTH SCOTLAND UK Proc. Instn Civ. Enyrs, Part 1,1986,80, June6,69-684 8979 ENGINESETRRINUGCTURAL Fort George...

... CONNECTIONS SEMI RIGID LOADS CHORDS ELASTIC DESIGN STIFFNESS ROTATION METHODS WIDTH ENDS THEORY EXPERIMENTAL UNREINFORCED MEMBERS SPANS VERTICAL FLANGES PLATES FAILURES YIELD LINE MODELS ONE SIDED RIGID WEBS MANUFACTURING BRITTLE BEHAVIOUR Proc. Instn Ciu. Engrs, Part 2,1985,79...

...BS GILL; LA CLARK © Thomas Telford and ICE 1985 NATIONAL ENGINEERING LABORATORY, E KILBR BIRMINGHAM UNIVERSITY COLLAPSE CONCRETE U BEAMS JOINTS BEAMS HALF JOINTS THEORY MODELS STUDIES BRIDGES DECKS PRECAST IN SITU SLABS MOULDS SPANS TIMBER LOADS FORMWORK ENDS...

...RW HORNER; D CLERK Proc. Instn Civ. Engrs, Part 1, 1985,77,Feb., 15-25 DUGALD CLERK LECTURE The Thames Barrier Sir Dugald Clerk, KBE, FRS, was born in Glasgow31onMarch 1854, and served an engineering apprenticeship in the workofs Messrs H.0.Robinson of Glasgow. At the end of his apprenticeship, he...

... 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...

...LJ MORRIS; JA PACKER © Thomas Telford and ICE 1984 MANCHESTER UNIVERSITY TORONTO UNIVERSITY BEHAVIOUR DESIGN STEEL HAUNCHED PORTAL FRAMED KNEES FRAMES HAUNCHES EXPERIMENTS EAVES REGIONS TESTS FAILURES SIMULATION TESTING PERFORMANCE CONSTRUCTION RESEARCH ENDS...

... EXTERNAL COMPRESSED AIR DEWATERING KIMMERIDGE CLAY MACHINES MACHINERY CLAYS WEDGE BLOCK WEDGES BLOCKS ENDS MUDSTONE OUTCROPS SEABED OUTCROPPING LINES DEVIATION THIN SEMIPERMEABLE DRILLED JACK UP BARGES DIFFUSERS RISKS REDUCTION SALINE INTRUSION AUTOMATION SEA SEWERAGE...

...J VAN LOENEN; S TELFORD © Thomas Telford and ICE 1983 SIR WILLIAM HALCROW STEVIN CONSTRUCTION ORWELL BRIDGE CONSTRUCTION BRIDGES RIVERS SITES BANKS PLANNING STRUCTURES VIADUCTS MUD FLATS COMPLETION ABUTMENTS SPANS MAIN CENTRAL SECTIONS ENDS CONTRACTS...

...V KRISTEK © Thomas Telford and ICE 1983 PRAGUE TECHNICAL UNIVERSITY PLATES FOLDED ENDS DEFORMATION BOUNDARIES DIAPHRAGM CONDITIONS THIN WALLS BEAMS THEORY STRESS NUMERICAL PREDICTION SYMMETRICAL ANTISYMMETRICAL STRUCTURES PRELIMINARY DESIGN COMPUTERS PROGRAMS...