...M A BRADFORD © Thomas Telford and ICE 1991 ELASTIC ELASTICITY COMPOSITE T BEAMS PRESTRESS STRENGTHENING STRENGTH TENDONS INSTABILITY TESTS CRITICAL STRESS Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 875-885 TECHNINCOATLE 563 STRUCTURAL ABNUDILDING Elastic stabilityof...

...D J WOODWARD; D L S WILSON; TRRL © Thomas Telford and ICE 1991 TRANSPORT AND ROAD RESEARCH LABORATORY TRAVERS MORGAN TRRL DEFORMATION SEGMENTAL POST TENSIONED PRECAST BRIDGES CORROSION TENDONS COLLAPSE FRACTURE JOINTS LOADS TESTS EDGES BEAMS FAILURES MONITORING...

...M S WILLIAMS; A J KAMINKER; P WALDRON; J SPRINGFIELD © Thomas Telford and ICE 1990 CARRUTHERS J WALLACE TORONTO MOVEMENT POST TENSIONED PRESTRESSED UNBONDED TENDONS CONCRETE POST TENSIONING DEMOLITION Proc. Insrn Cio.Engrs, Part 2, 1990,89, Mar.,123-125...

...RJ WOODWARD; LS BLAKE; WAJ SKETCH; F WALLEY; TA NICHOLSON; C HANNAH; DB DAWSON; TRRL; FW WILLIAMS; PH DAWE; AH HENDLEY; CJ BURGOYNE; MNT COTTELL; ACE SANDGURGH; PD BAKER; PJ ANDREWS; KA GALLAGHER; SRI TRANSPORT AND ROAD RESEARCH LABORATORY TRRL COLLAPSE TENDONS STRUCTURES CONCRETE...

...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...

...MS WILLIAMS; P WALDRON; ANSYS © Thomas Telford and ICE 1989 OXFORD UNIVERSITY BRISTOL UNIVERSITY MOVEMENT UNBONDED POST TENSIONED TENDONS DEMOLITION CUTTING CONCRETE STRUCTURES LABORATORIES TESTS AXIAL LOADS TENSILE DEVELOPMENT NON LINEAR FINITE ELEMENTS MODELS...

... BOX BEAMS RECONSTRUCTION CONTINUOUS TENDONS SYSTEMS T BEAMS SHORT I BEAMS INVERTED CONSTRUCTION CANTILEVER LOADS STRESS CORROSION POST TENSIONED COLLAPSE CABLES EXTERNAL CRACKING M BEAMS U BEAMS SHORT SPAN UK BELGIUM FRANCE GERMANY WEST GERMANY USA EUROPE Proc...

... TENDONS LOADS CREEP SHRINKAGE DEFORMATION ESTIMATES RELAXATION EXPERIMENTS STRENGTH MODULUS ELASTICITY LOSS Proc. Instn Civ. Engrs, Part 2,1988,85, Sept., 533-550 PAPER 9358 STRUCTURAL ENGGRINOEUEPRING Comparison of measured and predicted time-dependent behaviourof post-tensioned concrete...

... longitudinally and transversely.The stressing tendons comprised twelve 0.2 in (5 mm) dia. wires. The beams were 3 ft (0.91 m) deep and 2 ft (0.61 m) wide. The box section edge beamswere of similar segmental construction and carriedblockworkparapetsP. recasrteinforcedconcreteslabs panned between the internal...

...GS LITTLEJOHN Proc. Instn Ciu.Engrs, Part l, 1987,82, Jun.645-662 TN476 GROUP ENGINEERINGGROUND Ground anchorages:corrosion performance G. S. LITTLEJOHN, BSc(Eng), PhD, FEE* Introduction Millions of highly stressed tendons have been installed around the world and to date the FIP Working Group...

...CA RAISON © Thomas Telford and ICE 1987 OVE ARUP & PARTNERS LONDON ANCHORAGES GROUND ANCHORS LIBRARIES DESIGN PARAMETERS TESTING COMPONENTS TRIALS FABRICATION TENDONS PREFABRICATED MATERIALS GROUTS SHEATHS BONDS SOILS CLAYS LONDON CLAY CAPACITY ULTIMATE...

... IN SITU STRESS SPANS JACKS CANTILEVER ROCKS SUPPORTS LEGS TEMPORARY WORKS COSTS CONCRETE LOADS PLANT RESPONSIBILITY ENGINEERS MANAGEMENT TENDONS SCOTLAND UK Proc. Instn Cio. Engrs, Part 1, 1987,82,Apr. 435446 8959 DISCUSSION STRUCTURAL ENGIGNREEORUIPNG The constructionof...

...D CHRISTOPHERSON SAFETY ACCIDENTS STRUCTURAL COMMITTEES ORGANISATIONS FAILURES ENGINEERS ENGINEERING STRUCTURES CONCRETE DETERIORATION ALKALI SILICA REACTIONS CORROSION BUILDINGS REINFORCEMENT BRIDGES TENDONS PRESTRESSED DAMAGE GAS EXPLOSIONS VEHICLES IMPACT DESIGN...

...DMF ORR; MAGNEL © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE CORK, IRELAND DIAGRAMS COMPOSITE PRESTRESSED CONCRETE BEAMS METHODS SELECTION FORCES LOCATION TENDONS HOMOGENEOUS SECTIONS T BEAMS PRECAST IN SITU CAST SLABS MECHANICAL PROPERTIES LOADS EQUATIONS T...

...GS LITTLEJOHN; DA GREENWOOD; TH HANNA; JM MITCHELL; AR DAWSON ANCHORAGES FAILURES GROUND CASE STUDIES TENDONS CORROSION PROTECTION CLAYS ROCKS LONDON CLAY FACTORS SAFETY LOADS FIXED LOSS WATER ANCHORS CRACKING GROUTING © Thomas Telford and ICE 1985 Proc. Instn Ciu...

...A MCLEISH © Thomas Telford and ICE 1985 TAYLOR WOODROW RESEARCH LABORATORIES STRESS BURSTING PRESTRESSED TENDONS CURVED DUCTS EFFECT LOCAL RADIAL FORCES RULES CONCRETE DESIGN RESEARCH DATA BEAMS ANALYSIS FINITE ELEMENTS LOADS TESTS T BEAMS THIN THICK SECTIONS...

...SO FRANKLIN; AE LONG QUEENS UNIVERSITY BELFAST PUNCHING BEHAVIOUR UNBONDED POST TENSIONED FLAT PLATES TESTS FAILURES INTERNAL COLUMNS VARIABLES LEVELS ECCENTRICITY ECCENTRIC SLABS BOUNDARIES CONDITIONS CRACKS PATTERNS STEEL STRAIN TENDONS STRESS MOMENTS MONITORING...

...BE CLARK © Thomas Telford and ICE 1979 SALFORD UNIVERSITY SHEAR POST TENSIONED DESIGN ASSESSMENT FORCES STRESS MOMENTS FLAT POST STRESSED RESISTANCE ANALYSIS COLUMNS TRANSFER SLABS CALCULATIONS TENDONS STRUCTURES Proc. Instn Civ. Engrs, Part 1, 1979, 66, Nov., 679...

...CB WILBY; J JENNINGS BRAMLY © Thomas Telford and ICE 1979 ROYAL SCHOOL OF MILITARY ENGINEERING ANALYSIS EXPOSED PRESTRESSED METHODS BEAMS LOADS FORCES TENDONS CONCRETE CALCULATIONS EQUATIONS SUPPORTS POST TENSIONED BRIDGES THEORY LIVE Pmc. Instn Cio. Engrs, Part...

...CB WILBY © Thomas Telford and ICE 1978 BRADFORD UNIVERSITY ANALYSIS EXPOSED PRESTRESSED RESISTANCE CABLES PRECISION FORCES TENDONS CONCRETE POSITIONING UNBONDED ERRORS SUPPORTS POST TENSIONED BRIDGES INTERMEDIATE ACCURACY h o c . Insrn Cio, Engrs, Part 2, 1978, 65...