... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

... during a springebb tide. From the measured data in the deceleratingphase of thecurrenthorizontal isotherms, temperature profiles in the vertical and lateral directions, lateral and vertical spreads, and the plume dilution were determined. The plume dilution and its spreads were presented by non...

... (refer to part2 of the Paper 13. The selection of 1.3 m dia. piles against 1.5 m dia. piles was not dependent on vertical load capacity but was based on lateral stiffness requirements. 14. Each pile is of reinforced concrete construction, with lengths varying from a minimum of 5.0 m to a maximum of 62.7m...

...ESAR NASR; A D EDWARDS © Thomas Telford and ICE 1991 CAIRO AIN SHAMS UNIVERSITY HERIOT WATT UNIVERSITY LIMIT ANALYSIS LIMITS ANALYSIS LATERAL BUCKLING SLENDER CONCRETE BEAMS INCREMENTAL COMBINED BENDING TORSION STRESS RESULTANTS LOADS GEOMETRIC IMPERFECT LINEAR...

...R P JOHNSON; C K R FAN; EUROCODE 4 © Thomas Telford and ICE 1991 WARWICK UNIVERSITY PETER BRETT ASSOCIATES DISTORTIONAL LATERAL BUCKLING CONTINUOUS COMPOSITE BEAMS METHODS RESISTANCE THEORY TESTS T BEAMS U FRAMES FRAMES EUROCODES ROTATION CAPACITY SPECIMENS STEEL...

...H AHMADI; S GILBERT © Thomas Telford and ICE 1990 QUEENS UNIVERSITY BELFAST BEHAVIOUR REINFORCED CONCRETE SLABS COLUMNS MODELS CYCLIC LATERAL LOADING MODELLING LOADS FLAT GRAVITY EDGES SERVICE ULTIMATE STAGE TESTS PANELS ROTATIONAL RESTRAINT LONGITUDINAL APPLIED...

... ) , , ~1.481(r- 1) Cable lateral contraction 15. Estimates of strand diametral contraction due to axial load are usefulin the analysis of wire ropes which are formed as a helical assembly of a number of strands. A knowledge of strand effective Poisson's ratio is also useful in certain structural applications...

... LATERAL BRIDGES CONCRETE SUPERSTRUCTURES METHODS VIADUCTS DECKS MATERIALS TESTS SHIPS SITES PILECAPS SUNGAI PERAK MALAYSIA ASIA Proc. Instn Ciu. Engrs, Part 1, 1990,88, Aug.,571-599 URALT 9531 Design and constructionof the Sungai Perak Bridge, Malaysia R. P. STANLEY, BSc, MICE...

... of a reinforced soil wall constructed over poor ground on the M25 motorway at Waltham Cross. The study showed that the lateral and vertical earth pressures directly behind the facing were much less than would be produced by the weight of overburden. This behaviour was attributed to the influence of backfill...

...AA DUMANOGLU; RT SEVERN © Thomas Telford and ICE 1989 BRISTOL UNIVERSITY SEISMIC RESPONSES SUSPENSION BRIDGES ASYNCHRONOUS LONGITUDINAL LATERAL GROUND MOTION FINITE SPEED TRAVEL EARTHQUAKES EFFECT LONG SPAN FLEXIBLE TOWERS INCLINED HANGERS BOX DECKS INPUT...

... PAVEMENTS TESTS ROADS MOISTURE DENSITY PENETRATION LAYERS EQUIPMENT PROBLEMS INTERPRETATION VALUE CLAYS STIFFNESS RESIDUAL LATERAL PRESSURE RESTRAINT MOULDS MATERIALS UNBOUND GRAVEL RELIABILITY EFFECT CONFINEMENT Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 119-125 DISCUSSIOTNNON...

... taking the lateral effects of fill into account in the assessment of masonry arch bridges, and it is surprising to learn that the Authors regard it as anew concept. The results of some of our work on the effects of lateral pressure are presented brieflyinreference 12. These results demonstrate...

... RECORDS DYNAMICS EFFECT PARAMETERS LATERAL COUPLING VALUE BUILDING EQUATIONS ALTERNATIVE PROCEDURE ECCENTRIC TORSION ECCENTRICITY EUROPE Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 5 8 7 4 7 PAPER 9210 STRUCTURAL ENGGRINOEUEPRING Evaluationof the secondary torsional design...

... TECHNIQUES LATERAL LOADS INTERNAL DRIFT LOCATION OPTIMUM REDUCTION MAXIMUM BENDING MOMENTS LINTELS BOUNDARIES CONDITIONS NUMERICAL Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 503-515 PAPER 9340 STERNGUGRCIONTUEERPRAILNG Effect of a single deep beam on twin shear walls with rational...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON. PLANE STRAIN FLEXURE STRIP FOUNDATIONS EDGES WALLS ELASTIC LOADS ANALYSIS APPLIED LATERAL INTERACTION METHODS LIQUIDS STORAGE TANKS CANTILEVER BASEMENTS SUBSTRUCTURES RETAINING PROPPED...

... LATERAL TORSION DECKS TOWERS THEORY FREQUENCIES ANALYSIS TECHNIQUES DATA PROCESSING PROPERTIES MODAL SPECTRAL DAMPING HUMBER BRIDGE HUMBER HUMBER BRIDGE UK Proc. InstnCiv.Engrs, Part 2,1987,83, Sept., 561-600 PAPER 9173 SETNRUGCINTEUERRAINLG Ambient vibration measurementsof...

...GIB RANKIN; AE LONG © Thomas Telford and ICE 1987 QUEENS UNIVERSITY BELFAST PREDICTION PUNCHING STRENGTH PANELS DEFLECTION INTERIOR SLABS COLUMNS CONVENTIONAL COMPRESSIVE ACTION ENHANCEMENT MEMBRANES EXPANSION TESTS LATERAL SHEAR FLEXURAL LOADS CORRELATION...

...SH PERRY; WE ARMSTRONG; SIR A HARRIS Proc. Instn Cio. Engrs, Part 2, 1987,83, Mar., 24S262 PAPER 9131 STRUCTURAL ENGGRINOEUEPRING Axially loaded concrete columns with non-uniform lateral confinement S. H. PERRY, BSc(Eng),PhD, MICE, MIStructE, FIEI* W. E. ARMSTRONG, BSc(Eng), PhD, DICt Sir Alan...

...V NAVARATNARAJAH; PRS SPEARE; BS 8110 © Thomas Telford and ICE 1986 MALAYA UNIVERSITY KUALA LUMPUR CITY UNIVERSITY LONDON EXPERIMENTAL STUDIES EFFECT LATERAL PRESSURE TRANSFER BONDS REINFORCING COVERS BARS PERFORMANCE DEFORMATION TESTS CONCRETE STRENGTH COMPRESSIVE...