...S T Chen © 1951 Thomas Telford Ltd 1951 CABLES STRESS SUSPENSION BRIDGES METHODS INTERPOLATION SUPERPOSITION CALCULATIONS 198 CHEN ON CABLE STRESSES IN SUSPENSION B R I D ~ E S Paper No. 5796 Cable Stresses in Suspension Bridges by PROFESSOR SHU-TAOCHEN (Ordered...

...E FREYSSINET © 1950 Thomas Telford Ltd 1950 PRESTRESSED CONCRETE APPLICATIONS THEORY METHODS PRESTRESSING PRESTRESS CONTINUOUS STRUCTURES BEHAVIOUR PROPERTIES SAFETY MARGIN TRANSFORMATION LOADS DESIGN MAKING MANUFACTURE COLLOIDAL EMULSIONS PROBLEMS USE CABLES CREEP...

...A G PUGSLEY © 1949 Thomas Telford Ltd 1949 FLEXIBILITY COEFFICIENTS METHODS SUSPENSION BRIDGES THEORY ANALYSIS CABLES GIRDERS STIFFNESS LOADS COMPATIBILITY EQUATIONS 226 PUGSLEY ON FALEXIBILITY-COEFFICIENATPPROACH TO Paper No. 5697. A Flexibility-Coefficient Approach...

...Gustave Magnel © 1949 Thomas Telford Ltd 1949 APPLICATIONS PRESTRESSED CONCRETE METHODS CABLES SANDWICH RAILWAYS UNDERBRIDGES ROADS BRIDGES FOOTBRIDGES TWO SPAN SPANS CONTINUOUS TEXTILES FACTORIES TALL BUILDINGS MULTI STOREY HANGARS CEMENT SILOS UNDERPINNING...

... . on the walls and in the ballast. For a length of 4 mile, near the middle, conditions were made worse by the fact that more water seeped through the chalk side-walls and carried the soot and dirt over the cable troughing into the ballast. The track ballast became so greasy, dirty,andwaterlogged that it could...

...C G SEXTON; FREYSSINNET © Thomas Telford and ICE 1947 J C GAMMON PRESTRESSED REINFORCED CONCRETE HANGARS AIRPORTS CONSTRUCTION METHODS ROOFS FRAMEWORK COUNTRIES DEVELOPING BEAMS CALCULATIONS SHELLS EDGES RIBS CABLES ERECTION PRESTRESSING MAIN STRESS DEFLECTION...

... andextent of the recrnstruction . . . . . . . . . . . . 171 Practical execution . . . . . . . . . . . . . . . 183 General outline and some details of scheme . . . . . . . . . . . 184 Gabbard scaffolds on approaches . . . . . . . . . . . . . 184 Horseheads . . . . . . . . . . . . . . . . 184 Temporary cables...

... it, was unavoidably expensive, although the final cost exceeded that of the forged links by only a small margin. The relativemerits of wire cables and steeleyebars for the exposed part of the suspension structure probably formed one of the most serious considerations which faccd.the designers. The weight...

...H S SMITH; H SHIRLEY SMITH; R FREEMAN; S R BANKS; C H GRONQUIST; S MCCONNEL; F A PARTRIDGE; F J SALBERG © Thomas Telford and ICE 1945 RALPH FREEMAN DORMAN LONG DESIGN ERECTION BRIDGES STRANDING METHODS CABLES SUSPENDERS ARCHES SUSPENSION RELIEF DIRECT BENDING...

...H S SMITH; R FREEMAN © Thomas Telford and ICE 1945 MACHINERY DESIGN ERECTION BRIDGES LOADS STRESS ARCHES JUNCTIONS DECKS CRANES TOWERS ANCHORAGES COMPACTING CABLES MACHINES COSTS BIRCHENOUGH OTTO BEIT BRID. RHODESIA AFRICA ZIMBABWE SMITH AND FREEMAN...

...R J ATKINSON; R V SOUTHWELL © Thomas Telford and ICE 1939 BRIDGES SUSPENSION STIFFENED TRUSSES TREATMENT RELAXATION SPANS CABLES STRESS LOADS DISTRIBUTION RODS VERTICAL GIRDERS ELASTIC TENSION THEORY ELASTICITY DISPLACEMENT HORIZONTAL PROPERTIES PROBLEMS METHODS...

...R V SOUTHWELL; A J S PIPPARD; J S WILSON; L CHITTY; E S NEEDHAM; R J ATKINSON © Thomas Telford and ICE 1939 BRIDGES SUSPENSION TRUSSES STIFFENED CONSTRUCTION CABLES MOVEMENT DECKING GIRDERS STRUCTURES RODS VERTICAL DISPLACEMENT HORIZONTAL LOADS MOMENTS BENDING ANALYSIS...

...E J BUCKTON; H J FEREDAY; S R BANKS; G A MAUNSELL; H J NICHOLS; P L PRATLEY; H SHIRLEY SMITH; H S SMITH © Thomas Telford and ICE 1938 RECONSTRUCTION BRIDGES DESIGN SUSPENSION CABLES STEELWORK WIRE ROPES STEEL STIFFENING GIRDERS STRESS TOWERS AESTHETICS LOADING ANCHORAGES...

... between the terminal towers and the line-isolators and between the transformer-isolators andthe windings of the transformersarebymeans of oil-filled 132-kilovolt cable. The isolators adjacent t o the circuit-breakers are of the vertical piston type, in which the inner insulated conductor forms a piston...

...SIR G LEE; GPO; S B DONKIN; F GILL; A S ANGWIN; L F MOREHOUSE; E S BYNG; C G CARROTHERS © Thomas Telford and ICE 1938 GENERAL POST OFFICE GPO ENGINEERING DEVELOPMENT POST OFFICE ELECTRICAL TELEPHONES REPEATERS TELEGRAPHS CABLES DIELECTRICS COMMUNICATIONS...

... TUBES RAILWAYS UNDERGROUND TUNNELS POSTAL SORTING ELECTRICAL TELECOMMUNICATIONS ECONOMICS CABLES APPARATUS MAIL PARCELS PACKETS LETTERS LONDON UK LEE ON DEVELOPMENTS IN THGEENERAPLOST OFFICE. 3 Paper No. 5159. RecentEngineeringDevelopments in the General Post Office. f...

...E J BUCKTON; H J FEREDAY © Thomas Telford and ICE 1938 HOLLOWAY BROTHERS RECONSTRUCTION BRIDGES THEORY SELF ANCHORED SUSPENSION LOADING DESIGN PIERS ABUTMENTS ARTICULATION HIGH TENSILE STEEL CABLES STIFFENING GIRDERS TOWERS EXPANSION JOINTS FLOORS SYSTEMS...

... CABLES DEFLECTION STEEL SHEETPILING COFFERDAMS FOUNDATIONS DEMOLITION DESIGN CONSTRUCTION SPANS MATERIALS TESTING TIDES RECORDS TIDAL CLAYS LONDON CLAY SPECIMENS AESTHETICS PRESTRESSED COSTS PRESTRESSING CONTRACTORS CAISSONS TRENCHES CHELSEA BRIDGE LONDON THAMES UK...

... INSTRUMENTATION RODS VELOCITY HYDROGRAPHY SURFACE FLOATS RATING CALIBRATION CABLES SUSPENSION SINKING RIVER SEVERN BEWDLEY UK ORDINARY MEETING. 20 April, 1937. SYDNEY BRYAN DONKIN, Vice-President, in the Chair. It wasresolved-ThatMessrs. P. H. Brunt, S. W. Budd, G. T. Cotterell, J. D. C...

... CURRENTS METERS INSTRUMENTS INSTRUMENTATION DISCHARGES STATIONS METEOROLOGY METHODS HYDROGRAPHS LEVELS RECORDS CORRELATION COEFFICIENTS STORAGE YIELD VELOCITY RATIOS CALCULATIONS CABLES SUSPENSION GEARS EQUIPMENT RIVER SEVERN UK © Thomas Telford and ICE 1937 114...