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Keywords: SENSITIVITY
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Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (3): 617–630.
Published: 01 September 1991
... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...
Journal Articles
DEFORMATION OF SEGMENTAL POST-TENSIONED PRECAST BRIDGES AS A RESULT OF CORROSION OF THE TENDONS.
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Proceedings of the Institution of Civil Engineers (1991) 90 (2): 397–419.
Published: 01 April 1991
... STRUCTURAL CRACKS PRESTRESSING FORCES ANALYSIS MODELS COMPUTERS MODELLING PRESTRESSING CONCRETE SENSITIVITY CALIBRATION YNYS Y GWAS RIVER AFAN WALES UK Proc. Instn Ciu. Engrs, Part 1,1991, 90, Apr., 397419 PAPER 9579 STRUCTURBAULILDAINNDG BOARD Deformation of segmental post...
Journal Articles
ULTIMATE STRENGTH ANALYSIS OF THREE-DIMENSIONAL BRACED I-BEAMS.
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Proceedings of the Institution of Civil Engineers (1989) 87 (1): 87–112.
Published: 01 March 1989
... BIFURCATION BUCKLING BRACES AXIAL BEAMS FLANGES TORSIONAL RESTRAINT DISTRIBUTION MULTIPLE SENSITIVITY FLEXIBLE ENDS NON LINEAR BENDING TORSION LOADS SHEAR DEFLECTION Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 87-1 12 PAPER 9410 STERNUGCINTEUERRAILNG GROUP Ultimate strength analysis...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 739–742.
Published: 01 December 1988
...WJ HARVEY; FW SMITH; RE FALCONER; C MELBOURNE; PJ WALKER SEMICIRCULAR ARCHES LATERAL PRESSURE STRENGTH PREDICTION METHODS BRIDGES MASONRY FILL COMPUTERS ANALYSIS PROGRAMS CAPACITY HINGES BEHAVIOUR TESTS MODELS FAILURES SPANDRELS SENSITIVITY MECHANISMS WATERPROOFING ROADS...
Journal Articles
WEB POST STRENGTH IN CASTELLATED STEEL BEAMS.
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Proceedings of the Institution of Civil Engineers (1985) 79 (3): 533–557.
Published: 01 December 1985
...T OKUBO; DA NETHERCOT © Thomas Telford and ICE 1985 NIPPON STEEL CORPORATION, TOKYO SHEFFIELD UNIVERSITY WEBS POSTS STRENGTH STEEL BEAMS CASTELLATED EXPERIMENTS STUDIES SPECIMENS MODULES COMPRESSIVE LOADS LOCAL FAILURES SENSITIVITY DESIGN TESTS STRUTS SECTIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (3): 617–623.
Published: 01 June 1985
...JA HOOPER; GMJ WILLIAMS; AJ POWDERHAM; WINKLER © Thomas Telford and ICE 1985 ANALYSIS DESIGN RAFTS FOUNDATIONS NUMERICAL METHODS SOILS MODULUS REINFORCEMENT MODULI COSTS INTERACTION SENSITIVITY SETTLEMENT STEEL BENDING MOMENTS SUPERSTRUCTURES WINKLER SPRINGS MODELLING...
Journal Articles
RISK AND ITS MANAGEMENT IN CONSTRUCTION PROJECTS.
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Proceedings of the Institution of Civil Engineers (1985) 78 (3): 499–521.
Published: 01 June 1985
...JG PERRY; RW HAYES © Thomas Telford and ICE 1985 UMIST RISKS MANAGEMENT CONSTRUCTION PROJECTS FINANCE TIME ECONOMICS COSTS OVERRUNS THEORY IDENTIFICATION ANALYSIS RESPONSES PRESANCTION CONTRACTS CONDITIONS TENDERS PREPARATION STUDIES TECHNIQUES SENSITIVITY...
Journal Articles
FATIGUE VULNERABILITY OF JACK-UP PLATFORMS.
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Proceedings of the Institution of Civil Engineers (1985) 78 (1): 161–178.
Published: 01 February 1985
...EC HAMBLY © Thomas Telford and ICE 1985 FATIGUE VULNERABILITY PLATFORMS JACK UP DAMAGE LEGS LOCATION DATA CALCULATIONS PROBLEMS STRUCTURES JOINTS WELDED SWAY ANALYSIS SPECTRAL DESIGN STRESS RISKS FIXED STEEL STRENGTH WAVES RESONANCE LOADS MOTION SENSITIVITY...
Journal Articles
THE USE OF SIMULATION MODELS IN CONSTRUCTION.
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Proceedings of the Institution of Civil Engineers (1984) 76 (3): 635–652.
Published: 01 August 1984
...R PILCHER; I FLOOD © Thomas Telford and ICE 1984 UMIST SIMULATION MODELS CONSTRUCTION STOCHASTIC TECHNIQUES MANAGEMENT DISCRETE EVENTS DIGITAL MODELLING COMPUTERS SYSTEMS LANGUAGES SCHEMATIC SYMBOLS REPRESENTATIVE DIAGRAMS EXCAVATING SENSITIVITY ANALYSIS CONCRETE...
Journal Articles
PROBABILISTIC ESTIMATION OF EXTREME CLIMATOLOGICAL PARAMETERS OVER ZIM -BABWE.
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Proceedings of the Institution of Civil Engineers (1984) 77 (2): 291–293.
Published: 01 June 1984
...G LEWIS; AN BEAL; PA CAMPBELL; DH WITHERS © Thomas Telford and ICE 1984 PROBABILITY ESTIMATING PARAMETERS CLIMATOLOGY DATA CLIMATE STATISTICS ANALYSIS WIND EXTRAPOLATION CALCULATIONS MODELS PREDICTION DATABASES METHODS SENSITIVITY DESIGN SPEED MEAN STRUCTURES WEATHER...
Journal Articles
ANALYSIS AND DESIGN OF A LARGE RAFT FOUNDATION IN BAGHDAD.
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Proceedings of the Institution of Civil Engineers (1983) 74 (4): 837–869.
Published: 01 November 1983
... STRUCTURES UNDERGROUND LEVELS GROUND STUDIES SENSITIVITY BEHAVIOUR METHODS INTERACTION EFFECT SUPERSTRUCTURES STIFFNESS FLEXURAL CRACKING SEPARATION YIELD SOILS LOCAL CONTRACTS DESIGN AND BUILD CONTRACTORS HALF REINFORCEMENT PROCEDURE COUNTRIES DEVELOPING SYMMETRY QUARTER SYMMETRY...
Journal Articles
NORTHERN OMAN FLOOD STUDY.
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Proceedings of the Institution of Civil Engineers (1983) 75 (3): 453–473.
Published: 01 September 1983
...HS WHEATER; NC BELL IMPERIAL COLLEGE FLOODS STUDIES DEPTH DURATION FREQUENCY RAINFALL STATIONS METHODS DISTRIBUTION ANALYSIS DATA STORMS CATCHMENTS SIMULATION RUNOFF MODELS KINEMATICS FLOW CHANNELS WAVES OVERLAND APPROXIMATION RESPONSES PARAMETERS SENSITIVITY...
Journal Articles
SOME PROBABILISTIC ELEMENTS OF FIELD TESTING IN WATER DISTRIBUTION SYS -TEMS.
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Proceedings of the Institution of Civil Engineers (1983) 75 (2): 143–153.
Published: 01 June 1983
...EA MCBEAN; S ALNASSRI; D CLARKE Proc. Instn Ciu. Engrs, Part 2,1983,75, June, 143-153 PAPER 8596 Some probabilistic elements of field testing in water distributionsystems E. A. McBEAN* S. AL-NASSRI? D. CLARKES First order analysis is used to characterize the sensitivity of pressure differences...
Journal Articles
OVERALL BUCKLING OF STRINGER STIFFENED CYLINDERS.
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Proceedings of the Institution of Civil Engineers (1981) 71 (2): 479–512.
Published: 01 June 1981
... CRITICAL STIFFENERS BUCKLING CYLINDERS IMPERFECTIONS AXIAL ENERGY CLASSICAL SHELLS UNSTIFFENED GEOMETRY ENDS PRACTICE POTENTIAL BOUNDARIES EQUATIONS STRINGERS PREDICTION SENSITIVE LOADS EROSION MODELLING SENSITIVITY SUPPORT SAFETY BEHAVIOUR ECCENTRICITY Proc. Instn Civ. Engrs...
Journal Articles
ANALYSIS OF THE HYDRAULIC JUMP WITHIN A DIVERGING RECTANGULAR CHANNEL.
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Proceedings of the Institution of Civil Engineers (1981) 71 (2): 369–378.
Published: 01 June 1981
... REDUCTION SENSITIVITY Proc. Instn Ciu. Engrs, Part 2,1981, 71, June, 369-378 8441 Analysis of the hydraulic jump within a diverging rectangular channel P. W. FRANCE* In this Paper the characteristics of a hydraulic jump in a gradually diverging rectangular channelarecomparedwiththoseinaparallel...
Journal Articles
LOCAL PLASTIC COLLAPSE OF RING-STIFFENED CYLINDERS.
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Proceedings of the Institution of Civil Engineers (1981) 71 (2): 341–367.
Published: 01 June 1981
... THEORY PLASTICITY CONDITIONS MATERIALS ELASTIC FUNCTIONS STRESS SOLUTIONS SENSITIVITY RESPONSE Proc. I n s m Civ. Engrs. Part 2, 1981, 71, June, 341-367 8440 Local plastic collapse of ring-stiffened cylinders Axially compressedring-stiffenedsteelcylindricalshells of thetype usedin offshore...
Journal Articles
TECHNICAL NOTE. DISCUSSION. RISK OF ANALYSIS OF EFFLUENT DISPOSAL SCHEMES.
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Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1071–1072.
Published: 01 December 1980
...D NUDDS; A BOTTOMLEY; P CONNOR WESSEX WATER AUTHORITY RISKS DISPOSAL SEWAGE TREATMENT CONSTRUCTION STRATEGIES LOADS ANALYSIS METHODS COASTAL SENSITIVITY TESTING ECONOMICS RATES EFFLUENT COASTS AREAS TESTS COSTS PROJECTS Proc. Instn Ciu. Engrs, Part 2, 1980, 69, 1071...
Journal Articles
TECHNICAL NOTE. RISK ANALYSIS OF EFFLUENT DISPOSAL SCHEMES.
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Proceedings of the Institution of Civil Engineers (1980) 69 (2): 529–534.
Published: 01 June 1980
... ESTIMATES CITIES SENSITIVITY MODERNISATION COMPUTERS EUROPE Proc. Instn Ciu. Engrs, Part 2, 1980, 6 9 , June, 529-534. TN 251 Risk analysis of effluent disposal schemes D. NUDDS, M A , PhD* A. BOTTOMLEY, BA, MA, PhD* The methodology of an investigation of the economic aspectsof alternative...
Journal Articles
INFORMAL DISCUSSION. WIND DYNAMICS OF CHIMNEYS AND MASTS.
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Proceedings of the Institution of Civil Engineers (1980) 68 (2): 342–344.
Published: 01 May 1980
..., MSc, FlStructE The behaviour ofwind-sensitive structures (i.e., structures in whichwindis the predominant loading) is governed not only by quasi-static forces causedby along- wind pressuresbutalso by dynamicforcesarisingfromturbulence,discrete gust impactor vortex shedding. These dynamic forces depend...
Journal Articles
A NON-LINEAR ANALYSIS OF THE COMPOSITE ACTION OF MASONRY WALLS ON BEAMS.
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Proceedings of the Institution of Civil Engineers (1979) 67 (1): 93–110.
Published: 01 March 1979
... ISOTROPIC IN PLANE EXPERIMENTS STRESS STRENGTH COMPOSITE WALLS MODELS BRICKS SIMULATION JOINTS PROPERTIES SLIP BONDS PREDICTION SUPPORTS TESTS COMPUTERS EVALUATION HORIZONTAL SENSITIVITY © Thomas Telford and ICE 1979 Proc. lnstn Ciu. Engrs, Part 2, 1979, 67, Mar., 93-1 10 8185...
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