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1-9 of 9
Keywords: UNBONDED
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Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 89 (1): 123–125.
Published: 01 March 1990
...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...
Journal Articles
MOVEMENT OF UNBONDED POST-TENSIONING TENDONS DURING DEMOLITION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 225–253.
Published: 01 June 1989
...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...
Journal Articles
THE PUNCHING BEHAVIOUR OF UNBONDED POST-TENSIONED FLAT PLATES.
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Proceedings of the Institution of Civil Engineers (1982) 73 (3): 609–631.
Published: 01 September 1982
...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...
Journal Articles
A FLEXURAL METHOD FOR THE PREDICTION OF THE PUNCHING CAPACITY OF UNBONDED POST-TENSIONED FLAT SLABS AT INTERNAL COLUMNS.
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Proceedings of the Institution of Civil Engineers (1982) 73 (2): 277–298.
Published: 01 June 1982
...SO FRANKLIN; DJ CLELAND; AE LONG © Thomas Telford and ICE 1982 QUEENS UNIVERSITY BELFAST DR I G DORAN BELFAST FLEXURAL METHODS PREDICTION PUNCHING CAPACITY UNBONDED POST TENSIONED FLAT SLABS INTERNAL COLUMNS TESTS CONNECTIONS GRAVITY LOADS PURE FAILURES MOMENTS...
Journal Articles
TECHNICAL NOTE. ANALYSIS FOR FORCES IN SUPPORTS TO EXPOSED TENDONS IN POST-TENSIONED PRESTRESSED CONCRETE BRIDGES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 941–944.
Published: 01 December 1978
...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...
Journal Articles
THE HARNESS HOSPITAL SYSTEM. PART 1: DESIGN OF A STANDARD STRUCTURE AND CONSTRUCTION OF A PROTOTYPE. PART 2: TESTING OF A PROTOTYPE STRUCTURE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1976) 60 (3): 401–443.
Published: 01 August 1976
...HE LEWIS; JB READ; N TAYLOR; AW BEEBY © Thomas Telford and ICE 1976 EWH GIFFORD CEMENT AND CONCRETE ASSOCIATION HARNESS DESIGN CONSTRUCTION TESTING FLOORS PRESTRESSED MONITORING SHRINKAGE STRAIN TORSIONAL UNBONDED SERVICEABILITY BEHAVIOUR HOSPITALS STANDARD PROTOTYPES...
Journal Articles
THE STRUCTURAL BEAHVIOUR OF JOINTED PRESTRESSED CONCRETE BEAMS.
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Proceedings of the Institution of Civil Engineers (1972) 53 (2): 237–256.
Published: 01 September 1972
...CB WILBY; PNA INMAN © Thomas Telford and ICE 1972 BRADFORD UNIVERSITY SIR ALEXANDER GIBB STRUCTURAL PRESTRESSED STATIC PRECAST SUPPORTS SYMMETRICAL RESPONSES SIMULATION EFFECT STRENGTH STRAIN TENSION MOMENTS BEHAVIOUR CONCRETE LOADS RESEARCH UNBONDED I SHAPED...
Journal Articles
A L L BAKER, M L A MONCRIEFF, I W HANNAH, S GILL, I DAVIDSON, R E D BURROW, A J CHABOWSKI, A HOUGHTON BROWN, A D ROSS, G D ALLISON, F BESSON, A J HARRIS, D K COMMON, J R MILES, A M NEVILLE
Proceedings of the Institution of Civil Engineers (1962) 23 (3): 490–510.
Published: 01 November 1962
... conditions in which the reactor was de-pressurized and shut down but with the vessel still warm. 169. With regard to 0 9(e), the model utilized bonded steel, but if the prestressed steel in the actualvessel wasto be removable it must be unbonded, and hesuggested that the characteristics of a bonded...
Journal Articles
THE DESIGN OF SIMPLY SUPPORTED PRESTRESSED CONCRETE BEAMS FOR ULTIMATE LOADS.
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Proceedings of the Institution of Civil Engineers (1954) 3 (2): 125–143.
Published: 01 March 1954
...F W GIFFORD © Thomas Telford and ICE 1954 DESIGN PRESTRESSED CONCRETE BEAMS ULTIMATE LOADS THEORY STRAIN LINEAR SAFETY STEEL STRESS FAILURES CONCRETE CRUSHING UNBONDED BONDED TOP FLANGES STRENGTH GIFFORD ON THE DESIGN OF SIMPLY SUPPORTED PRESTRESSED 125 CONCRETE BEAMS...
