...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 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 to Suspension-Bridge Theory. By ALFRED...

...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...

... 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...

... on approaches . . . . . . . . . . . . . 184 Horseheads . . . . . . . . . . . . . . . . 184 Temporary cables . . . . . . . . . . . . . . 185 Removal of old outer chains . . . . . . . . . . . . . . 185 Erection of new chains on approach spans . . . . . . . . . . 185 Erection of new chains on centralspan...

...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 PROBLEM OF STIFFESNUESDPENSION-BRIDGES. 313 Discussion. Professor Southwell observed thathe principles that underlay the type of construction known as the stiffened suspension truss were as followed. Since the cable...

...E J BUCKTON; H J FEREDAY; S R BANKS; G A MAUNSELL; H J NICHOLS; P L PRATLEY; H SHIRLEY SMITH; H S SMITH UK CHELSEA LONDON RIVER THAMES © Thomas Telford and ICE 1938 RECONSTRUCTION BRIDGES DESIGN SUSPENSION CABLES STEELWORK WIRE ROPES STEEL STIFFENING GIRDERS...

...R W MOUNTAIN © Thomas Telford and ICE 1938 HYDROELECTRICITY DEVELOPMENT ELECTRICITY INTERCONNECTION GRIDS METHODS LOADS TRANSFER EQUIPMENT TRANSMISSION LINES SWITCHGEARS TRANSFORMERS CABLES GENERATION POWER STATIONS SUBSTATIONS WATER POWER GALLOWAY SCOTLAND...

...SIR G LEE; GPO; S B DONKIN; F GILL; A S ANGWIN; L F MOREHOUSE; E S BYNG; C G CARROTHERS GENERAL POST OFFICE GPO ENGINEERING DEVELOPMENT POST OFFICE ELECTRICAL TELEPHONES REPEATERS TELEGRAPHS CABLES DIELECTRICS COMMUNICATIONS TELECOMMUNICATIONS PLANT RESEARCH ULTRA SHORT...

... 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...

... of piers . . . . . . . . . . . . . . . . . 387 Design of abutments . . . . . . . . . . . . . . . . 388 General articulation of the bridge . . . . . . . . . . . . 388 Use of high-tensile steel . . . . . . . . . . . . . . . 391 Suspension-cables . . . . . . . . . . . . . . . . 391 Stiffenginirgders...

... 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...

... CATCHMENTS RAINFALL RUNOFF WATER 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 114...

... 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...