...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...

... point ofview, a much better situation is when the end and span moments are equalor almost equal, which can be achieved by strengthening thejoints. It is this method which is discussed in the Technical Note. Introduction Hollow sections have been widely used over the last few years; such factors...

...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 © Thomas Telford and ICE 1983 KINGSTON POLYTECHNIC EFFECT STRESS RESIDUAL COLUMNS BEHAVIOUR STEEL STRUCTURAL HOLLOW SECTIONS HOT FINISHED DESIGN STEELWORK COMPRESSION MEMBERS BUCKLING STRUTS CURVES THEORY CIRCULAR RECTANGULAR...

...JA PACKER; G DAVIES 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 for theoretically assessing the ultimate strength...

...JA PACKER; G DAVIES; MG COUTIE YIELD GAPS SECTIONS TESTS MEMBERS CHORDS LOADS ANALYSIS DEFORMATION AREAS PLASTIC ESTIMATES STRENGTH RECTANGULAR TRUSSES WELDED BRACING MECHANISMS PREDICTION CONFIGURATION SIZE CONNECTIONS AXIAL THEORY RHS JOINTS HOLLOW STATIC...

... 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...

... the vibration induced in a complete structure. 94. For a structure with tubular members, such as a piled jetty or a n offshore platform, it would seem that when the hollow members are filled with water, shockwaves pressures are unlikely to cause implosion; however, there is a possibility of undesirable...

...SIR G ROBERTS SIR WILLIAM ARROL CLEVELAND BRIDGE AND ENGINEERING DORMAN LONG BRIDGES CONTRACTS GIRDERS DECKS AERODYNAMICS HYSTERESIS CABLES SUPPORTS TREATMENT MATERIALS CALCULATIONS INSTRUMENTATION PRESSURE OSCILLATIONS SEVERN BRIDGE HOLLOW STIFFENING QUANTITIES...

...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 Extract Paper...

... CONSTRUCTION BEHAVIOUR HOLLOW VOUSSOIRS CONTRACTORS CONSULTANTS OVERSEAS RELATIONS LONGITUDINAL REINFORCEMENT CRANES TITAN GLADESVILLE PARRAMATTA NEW SOUTH WALES 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...

..., already in use in Fiji on other marine works; the design included the use of hollow prestressed concrete piles, pre-tensioned and cast horizontally in lengths up to 140 ft. The wharf superstructure was of ordinary reinforced concreteconstruction largelyprecast.Designs pro- vided against earthquake...

...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...

... and the permanent clearance provided is120 ft X 200 ft. #The arch consists of four ribs 20 ft wide and 14 ft deep at the crown, built of hollow concrete voussoirs, placed upon falsework, jointed with in situ concrete, and made into archesby means of flat jacks permanentlybuilt into thestructure at the quartepr...

...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...

...F ADLER © Thomas Telford and ICE 1962 RICHARD COSTAIN PRECAST PLATES UNITS ROOFS CONSTRUCTION FOLDED PREFABRICATED PRESTRESSED CONCRETE SHEET METHODS CALCULATIONS STABILITY HOLLOW BOX BEAMS POST TENSIONED BAKERIES Paper No. 6641 PRECAST PLATE-UNITSFORROOF...

... are given for two static loading tests taken to failure together with relevant driving recordsand details of ground conditions. The development of hollow piles for use injetty work is described, together with detailsof various tests carriedout. The most important aspect of the Paper deals with the formation...