...J R SAUNDERS; BS 5400 © Thomas Telford and ICE 1991 TRAVERS MORGAN RIVERS VIADUCTS DESIGN CARRIAGEWAYS BYPASSES VALLEYS TOPOGRAPHY ROADS ALIGNMENT PIERS EXCAVATIONS CONCRETE FOOTINGS HOLLOW SUPERSTRUCTURES SPANS POST TENSIONED IN SITU FEASIBILITY GEOLOGY COSTS...

...J SZLENDAK; J BRODKA; JA PACKER © Thomas Telford and ICE 1986 STRENGTHENING RECTANGULAR MOMENTS HOLLOW SECTIONS BEHAVIOUR LOADS CONNECTIONS BENDING IN PLANE CHORDS JOINTS STRENGTH STIFFENING THICKNESS STRESS YIELD WALLS WELDING Proc. Instn Cio. Engrs, Part 2...

...J SZLENDAK; J BRODKA © Thomas Telford and ICE 1985 BIALYSTOK TECHNICAL UNIVERSITY POLAND METAL STRUCTURES RESEARCH & DESIGN CENTRE MOSTOSTAL WARSAW STRENGTHENING T MOMENTS JOINTS MOMENTS RHS RECTANGULAR SECTIONS HOLLOW STEEL FRAMEWORK TUBES WELDING TESTS WELDED...

...J SZLENDAK; J BRODKA © Thomas Telford and ICE 1985 BIALYSTOCK UNIVERSITY POLAND MOSTOSTAL WARSAW YIELD BUCKLING STRENGTH JOINTS RECTANGULAR HOLLOW SECTIONS TRUSSES LOADS PREDICTION BRACING MEMBERS MODELS CHORDS AXIAL ANALYSIS THEORY CONFIGURATION ESTIMATING...

...A STAMENKOVIC; MJ GARDNER; BS 5950 KINGSTON POLYTECHNIC EFFECT STRESS RESIDUAL COLUMNS BEHAVIOUR STEEL STRUCTURAL HOLLOW SECTIONS HOT FINISHED DESIGN STEELWORK COMPRESSION MEMBERS BUCKLING STRUTS CURVES THEORY CIRCULAR RECTANGULAR MEASUREMENT CODES PRACTICE...

...JA PACKER; G DAVIES HOLLAND UK ITALY NETHERLANDS Proc. InstnCiu.Engrs, Part 2,1982,73,June, 329-350 8538 Ultimate strength of overlapped joints in rectangular hollow section trusses J. A. PACKER, BE, MSc, PhD, PEng, MICE* G. DAVlES, BSc(Eng), PhD, MlCEt Models are presented...

... CONFIGURATION SIZE CONNECTIONS AXIAL THEORY RHS JOINTS HOLLOW STATIC COMPRESSION TENSION FAILURES PUNCHING YIELD LINE ANGLES WELDS CONTACT RIGID EXPERIMENTS PUSH PULL Proc. 1 n . m Ciu. Engrs, Part 2, 1980, 69, Dec., 995-1013 8412 Yiesldtrength of gapped joinitns rectangular hollow section...

... CONSTITUTIVE DATA BUCKLING BEAMS METHODS RECTANGULAR DIFFERENTIAL INCREMENTAL FLOW RIGIDITY ELEMENTS NUMERICAL ASSEMBLAGES DENSITY ELASTIC HOLLOW EXPERIMENTAL SQUARE WEBS ACCURACY DISPLACEMENT BOUNDARIES FINITE DIFFERENCE SHORT COLUMNS INTERACTIVE SECTIONS EQUATIONS YIELD RULES...

... EXPLOSIONS DRILLING DREDGING LEVELS PILING HARBOURS WAVES HOLLOW PLATFORMS PERMANENT SAFETY SITE INVESTIGATION BLASTING COSTS EXPLOSIVES DRIVING DETONATORS STRUCTURES MEMBERS JACK UP WORKS REGULATIONS CHARGES MILFORD HAVEN WALES UK Proc. Instn Ciu. Engrs. Part 1, 1975...

... OSCILLATIONS SEVERN BRIDGE HOLLOW STIFFENING QUANTITIES SUPERSTRUCTURES DAMPING TOWERS ANCHORAGES EXPANSION SURFACING STANDARDS DECKS WIND DESIGN BOX HANGERS COSTS PIERS ENDS JOINTS PROTECTIVE LOADS CONSORTIA VELOCITY INCLINATION SEVERN UK 713...

...K KRETSIS © Thomas Telford and ICE 1967 STRESSED CONCRETE DESIGN STATIONS BEAMS DOUBLE HOLLOW WALLS DISTRIBUTION DISPLACEMENT DEFORMATION RAILWAYS TORSION PARAPETS SYMMETRIC TORQUE STRESS GOVERNING FORCES BRIDGES THIN GOVERNING EQUATIONS SHEAR UK NEW...

... HOLLOW VOUSSOIRS CONTRACTORS CONSULTANTS OVERSEAS RELATIONS LONGITUDINAL REINFORCEMENT CRANES TITAN GLADESVILLE PARRAMATTA NEW SOUTH WALES AUSTRALIA Disc~ssionon Paper No. 6860 Gladesville Bridge by J. W. Baxter, B.Sc.(Eng M.I.C.E. A. F. Gee, M.A., A.M.I.C.E. and H. B. James...

...J A WILLIAMS © Thomas Telford and ICE 1965 SANDFORD FAWCETT WILTON & BELL CHRISTIANI NIELSEN AND GAMMON SUVA PACIFIC OCEAN KINGS WHARF FIJI RECONSTRUCTION WHARVES DEVELOPMENT HARBOURS EXTENSIONS VESSELS SHIPS BERTHING GROUND CONDITIONS PLANT HOLLOW...

...C D BROWN © Thomas Telford and ICE 1965 MOTT HAY AND ANDERSON DESIGN CONSTRUCTION BRIDGES RIVERS CARRIAGEWAYS SPANS ABUTMENTS STEEL BOX STRUCTURES CABLES CANTILEVER APPROACHES VIADUCTS REINFORCED CONCRETE HOLLOW TOWERS TENSION MEMBERS PREFABRICATED WIRE ROPES...

...J W BAXTER; A F GEE; H B JAMES © Thomas Telford and ICE 1965 NEW SOUTH WALES DEPT OF MAIN ROADS BRIDGES RIVERS REINFORCED CONCRETE ARCHES PRESTRESSED TUBULAR BEAMS DECKS SPANS FLEXIBLE COLUMNS CLEARANCE RIBS HOLLOW VOUSSOIRS FALSEWORK IN SITU JOINTS FLAT JACKS...

...J K ANDERSON; C D BROWN © Thomas Telford and ICE 1964 MOTT HAY & ANDERSON JOHN HOWARD DESIGN CONSTRUCTION BRIDGES KINGSFERRY BRIDGE LIFTING ROADS RAILWAYS CARRIAGEWAYS FOOTPATHS SPANS NAVIGATION OPENINGS HOLLOW BOX ABUTMENTS APPROACHES EMBANKMENTS SUBSOIL...

... per day. 18. Erecting the units.-The V-unit, which now weighed about 63 tons, was lifted by mobile crane, using a pair of rigid triangular supports slung from a simple strongback (Figs 2,22, and 23) and laid in position in the saw-tooth edgebeams (Figs 19, 20, and 21). 19. Hollow rubber strip placed...

...S V GARDNER; D H NEW © Thomas Telford and ICE 1961 HOLLAND & HANNEN & CUBITTS ANGLIAN BUILDING PRESTRESSED CONCRETE PILES RIVERS USE INSTALLATIONS FENDERS DOLPHINS IMPACT TESTS STATIC LOADING FAILURES DRIVING RECORDS GROUND CONDITIONS HOLLOW JETTIES...