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1-19 of 19
Keywords: SERVICEABILITY
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (2): 215–235.
Published: 01 June 1991
... EQUILIBRIUM SERVICEABILITY LINEAR REDISTRIBUTION CODES FORMULAE STANDARDS CRACKS WIDTH SERVICE STRESS CALCULATIONS MAXIMUM EFFECTIVE CONTROL Proc. Instn Civ.Engrs, Part 2,1991,91, June2,15-235 BSUOTIARLRDUADICN9N6TDG1U0PRAAPLERB Deflexion controlin the non-linear design of continuous concrete...
Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 89 (4): 495–526.
Published: 01 December 1990
... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (4): 1013–1038.
Published: 01 August 1986
... MODELLING CONTINUUM INTERACTION SERVICEABILITY FLEXURAL REINFORCEMENT SITES ECONOMICS STRUCTURAL INTEGRITY CORES BASES Proc. Instn Ciu. Engrs, Part 1, 1986,80, Aug., 1013-1038 9078 GROUND ENGINEERING GROUP Design of a flexible raft foundetionof irregular shape J. A. HOOPER, MEng, PhD, DIC...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (3): 419–451.
Published: 01 September 1983
...RJ COPE; PV RAO © Thomas Telford and ICE 1983 LIVERPOOL UNIVERSITY MOMENTS REDISTRIBUTION BRIDGES SLABS SKEW CONCRETE LOADS REINFORCED BEHAVIOUR HIGHWAYS STANDARD RESPONSES SERVICEABILITY ULTIMATE LIMITS STATE LIMIT STATE REINFORCEMENT BARS RESPONSES TESTS DATA...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 73 (2): 351–364.
Published: 01 June 1982
...A MCCLOW © Thomas Telford and ICE 1982 OVE ARUP DESIGN PRELIMINARY PRESTRESSED CONCRETE VIADUCTS TENSION SPANS FORCES PRESTRESSING STRESS METHODS REFINING BEHAVIOUR MULTISPAN BENDING BRIDGES DECKS SERVICEABILITY LIMIT STATE CABLES MOMENTS LEVERS ARMS LOADS...
Journal Articles
AN BEAL, J HEYMAN, WB CRANSTON, DJ ADLER, B SIMPSON, DW SMITH, S REVESS, K SRISKANDAN, DD CROFT, ATH SWINNEY, NC TRAIN, E DORE, JE GRAY, AP FAWCETT, CJ DEWHURST, MJ BAKER, L CRYSTAL, F WALLEY, COCHRA
Proceedings of the Institution of Civil Engineers (1980) 68 (3): 507–531.
Published: 01 August 1980
... and then be responsible for. 108. I think that what is wrong with load factor designis not the ideas behinidt but the inability of some designers to appreciate what really is the meaning of serviceability limits. 109. Let us take as an example a reinforced concrete slab which the designer assumes is a nominal 150mm thick...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (2): 499–509.
Published: 01 June 1980
... an advantage in that it takes the serviceability limit states into account in the course of the design. . 7. A slab is considered as being split into several strips in each direction, say X and Y strips. Thesestrips form rectangles or patches. Each patch is considered separately but is influenced by other...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 157–174.
Published: 01 March 1980
...RE MELCHERS LOADS STRUCTURAL ELASTIC PROPORTIONS ULTIMATE PROCEDURE SERVICEABILITY BENDING UNITS DEFLECTION DESIGN THEOREMS BASIC APPLIED LIMIT STATE ERRORS MOMENTS INTEGRATION PLASTIC SERVICE LIMIT ANALYSIS LIMITS ANALYSIS STRENGTH DIRECT LOWER BOUNDS ESTIMATING...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (1): 81–92.
Published: 01 March 1979
...GJ TURVEY © Thomas Telford and ICE 1979 LANCASTER UNIVERSITY AXISYMMETRIC CIRCULAR REGIMES EQUATIONS LOADS DYNAMICS PROGRAMS EXPERIMENTAL ACCURACY SIMPLE MILD YIELD STUDIES EQUATIONS CONDITIONS COMPATIBILITY PLASTICITY SERVICEABILITY ELASTOPLASTIC PLATES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (2): 307–322.
Published: 01 June 1978
... as having full shear connection, but in the forthcoming code to replace CP 117 beamswithpartialshear connection willbe permitted. This Paper shows that, with respecl to the serviceability criterion of deflexion, the lower stiffness of beams having partial shear connection is sufficiently countered...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (1): 163–174.
Published: 01 March 1978
... deflexions to provide satisfactory serviceability against cracking; the method is simple in concept, safe and economical, yet general in application. It appears to offer a unified approach to slab design within the context of limit state design philosophy, yet curiously relates to older established methods...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 60 (3): 401–443.
Published: 01 August 1976
...HE LEWIS; JB READ; N TAYLOR; AW BEEBY EWH GIFFORD CEMENT AND CONCRETE ASSOCIATION HARNESS DESIGN CONSTRUCTION TESTING FLOORS PRESTRESSED MONITORING SHRINKAGE STRAIN TORSIONAL UNBONDED SERVICEABILITY BEHAVIOUR HOSPITALS STANDARD PROTOTYPES IN SITU SLABS PRECAST FAILURES...
Journal Articles
Proceedings of the Institution of Civil Engineers (1976) 61 (2): 367–381.
Published: 01 June 1976
... 0.04 Rotatlon 0 : radlans Fig. 10. CB1 1 hogging moment-rotation curves I 0.06 377 H O P E - G I L LA N DJ O H N S O N proposed limits of slendernesslO are likely to be satisfactory for allowing plastic design. Serviceability 24. For propped construction the level of load at the serviceability limit...
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 59 (4): 853–865.
Published: 01 December 1975
... LOADS PRESTRESSED COLLAPSE STRENGTH DEFORMATION CURVES TEMPERATURE SERVICEABILITY Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Dec., 853-865 7741 DISCUSSION Behaviour of high alumina cement concrete under sustained loading R. N. S W A M Y & R. L. A N A N D Mr 1. W. Menzies, F Unfortunately...
Journal Articles
Proceedings of the Institution of Civil Engineers (1974) 57 (4): 651–671.
Published: 01 December 1974
...RN SWAMY; KL ANAND SHEFFIELD UNIVERSITY HUSBAND AND CO HOWE CO LTD MONTREAL BEHAVIOUR CEMENT LOADS STRENGTH SERVICEABILITY MEMBERS LONG TERM SHRINKAGE MATERIALS TESTS PRESTRESSED CRACKS FALLS HIGH HAC SUSTAINED CONVERSION STABILITY ROOFS DEFORMATION SPECIMENS MIX...
Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 51 (4): 713.
Published: 01 April 1972
...MZ COHN © Thomas Telford and ICE 1972 WATERLOO UNIVERSITY ONTARIO EQUILIBRIUM LIMITS FRAMES SERVICEABILITY DESIGN METHODS CONCRETE The following is a summary of a paper to be publishedas a supplementto Proceedings For details of how to order see News Section of thisissue...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 47 (1): 81.
Published: 01 September 1970
...MZ COHN; EF BURNETT; DE GRIERSON; O DUTT; R FRANCIS; HC PARAMESWAR; S TALWAR WATERLOO UNIVERSITY ONTAQRIO APPLICATIONS REINFORCED STRUCTURES STRENGTH SAFETY EFFICIENCY LIMITS CONCRETE METHODS BILINEAR DESIGN BUILDING ULTIMATE SERVICEABILITY © Thomas Telford and ICE 1970...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 46 (2): 143–168.
Published: 01 June 1970
...MZ COHN; DE GRIERSON 7274 Further results on the equilibrium method of limit design I M. 2. COHN D. E. GRIERSON t Thebasicprinciplesoftheequilibrium(serviceability)methodoflimitdesign for reinforced concrete structures are reviewed. The generality of the method is illus- trated by five different...
Journal Articles
Proceedings of the Institution of Civil Engineers (1965) 30 (4): 675–707.
Published: 01 April 1965
...M Z COHN © Thomas Telford and ICE 1965 WATERLOO UNIVERSITY OPTIMUM LIMITS DESIGN REINFORCED CONCRETE CONTINUOUS BEAMS SERVICEABILITY CONDITIONS LIMIT EQUILIBRIUM PROCEDURE SPANS METHODS COMBINED LOADING DEAD LOADS LIVE REDISTRIBUTION THEORY YIELD PLASTIC HINGES...
