...M A BRADFORD Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 875-885 TECHNINCOATLE 563 STRUCTURAL ABNUDILDING Elastic stabilityof composite tee-beams strengthened by prestress BOARD M. A. BRADFORD,BSc, BE, PhD, MASCE, MIE Aust* An example is presented to illustrate the strength gain from...

... INSPECTION LOADS TRANSVERSE SALT BEHAVIOUR BEAMS MAINTENANCE TESTS BRIDGES POST TENSIONED DESIGN SEGMENTAL TENSION PRESTRESSED PRESTRESS CORROSION DECKS CRACKS TEMPERATURE FAILURES PRECAST INVESTIGATIONS JOINTS STRESS ROADS DEICING STEEL VEHICLES WIRE EFFECT YNYS Y GWAS...

...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1989 LEEDS UNIVERSITY INFLUENCE CYCLIC HUMIDITY TIME DEPENDENT BEHAVIOUR POST TENSIONED CONCRETE BEAMS PERFORMANCE CONSTANT STORAGE REDUCTION SHRINKAGE CREEP LOSS PRESTRESS CAMBER DEFLECTION LOADS GROUTING TENDONS...

...RN SWAMY; KL ANAND; CP 110 © Thomas Telford and ICE 1975 SHEFFIELD UNIVERSITY C D HOWE MONTREAL LOSS PRESTRESS CEMENT REDUCTION SHEAR TRANSFER SUDDEN CODES MATERIALS EFFECT REINFORCEMENT TIME TRANSMISSION HIGH HAC STRENGTH DISTRESS BEAMS RELEASE PRACTICE...

...R A KIDD; J P STOTT; RRL © Thomas Telford and ICE 1967 NOTTINGHAMSHIRE COUNTY COUNCIL ROAD RESEARCH LABORATORY RRL CONSTRUCTION EXPERIMENTAL PRESTRESSED CONCRETE ROADS METHODS PRESTRESSING HYDRAULIC JACKS GROUND ANCHORAGES SLABS TEMPERATURE MEASUREMENT LOSS PRESTRESS...

... DOMES SHELLS ROOFS MARKETS TESTS SCALE MODELS EDGES BEAMS LOADS ANALYSIS BENDING CALCULATIONS MEMBRANES BUCKLING PRESTRESS CONCRETE PRESTRESSED CEMENT Discu.wionon Paper Nos 6827 and 6716* Design of the dome shell roof for Smithfield Poultry Market bY P. Ahm, M.Sc., M.Ing.F...

...E A L KEITH; F A RAE; R G ROBERTSON; H G ALLEN; M R HORNE; R G BATSON; B WOOD; L SCHLESINGER; R CROWDER; R H ELVERY; B G R HOLLOWAY; R A WALLER; M A AGGETT; A ATHERTON; I P HAIGH PRESTRESSED CONCRETE FOUNDATIONS STEAM TURBOALTERNATORS PRESTRESSING COLUMNS PORTAL VIBRATIONS FREQUENCIES...

... a prestressing cable was to be passed had been blocked by a standard 6-ft ranging rod which had been dropped into the tube point downward. Duringthe first attempts to clear the tube, 1 ft of rod had been extracted and the rest had been pulverized and compressed into a length of about 2 ft. The obstruction had...

..., and the base and roof are 70 and 32 ft respectively, below ground level. The end walls which have been taken up to ground level coincide with the site boundaries; they are prestressed and pierced by 12-ft- and 9-ft-dia. cast-iron-lined tunnels, which connect to the existing railway through step-plate junctions...

...J SINGLETON GREEN; R H EVANS © Thomas Telford and ICE 1955 STRESSED CONCRETE DESIGN CONCRETE PRESTRESSED APPLICATIONS WATER SUPPLY DRAINAGE LOSS STRESS PRESTRESS WIRE TANKS CABLES PRESTRESSING FRICTION 772 DISCUSSION ON APPLICATIONS OF PRESTRESSED accelerated...