... 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...

... FLOODS CHARACTERISTICS GROSS EFFECT INCREASES VERIFICATION DATA NUMERICAL HYDRODYNAMICS WATER QUALITY LONG TERM RESEARCH IDEALISED GEOMETRIC KINEMATICS EXPERIMENTS ANALYSIS PROCEDURE THEORY NON DIMENSIONAL UK USA UNITED STATES © Thomas Telford and ICE 1991 BRADFORD...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA © Thomas Telford and ICE 1991 BRADFORD UNIVERSITY PHILLIP WILLIAMS UNITED STATES GEOLOGICAL SURVEY UNISTAGEOSUR CONTRACOSTA WATER SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS...

...-dimensional turbulent offset jets. Experiments were conducted to study the time development of scour. Three sediment sizes and several jet heights and flow rates were used. Results showed the dependence of the scour characteristics on Froude number, time and, especially, on the sediment size and the jet's...

... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

...H S WHEATER; P LARENTIS; G S HAMILTON; R B BULMAN © Thomas Telford and ICE 1991 DESIGN RAINFALL CHARACTERISTICS RECORDS DATA SAUDI ARABIA MIDDLE EAST Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 183-186 DISCUPSASOIPNOENR 9461 WAETNEGRINEERING GROUP Design rainfall...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

...K S WATTS; J A CHARLES; BRE © Thomas Telford and ICE 1990 BUILDING RESEARCH ESTABLISHMENT BRE SETTLEMENT DOMESTIC REFUSE LANDFILL FILL SITES DISPOSAL CONSTRUCTION BUILDINGS DEVELOPMENT CHARACTERISTICS DEPOSITS RECENTLY PLACED WASTE DEEP INSTRUMENTATION MEASUREMENT...

...B A YOUNG; A R DUFF Proc. Instn Civ. Engrs, Part 1, 1990, 88, Aug., 669-678 9563 GROUP MANAGEMENPTROJECTS Civirengineering routeto construction management B. A. YOUNG, BA(Econ), PhD* A. R.DUFF, BSc, MSc, PhD, MICE7 The educational characteristics, career paths, succession rates and mobility traits...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

... CHARACTERISTICS ASPECT PROBLEMS DIFFERENTIAL LABORATORIES MODELLING TRANSPORT NUMERICAL STUDIES CIRCULATION IDEALISED RATIOS COEFFICIENTS EQUATIONS VELOCITY Proc. lnstn Cio. Enyrs, Part 2, 1990,89, Mar., 15-38 PAPER 9472 Some observations on nested modelling of flow and solute transport...

...M RAOOF Proc. Instn Ciu.Engrs, Part 2,1989,87,Dec., 605-626 PAPER 9505 STRUCTURAL ENGGRINOEUEPRING Free bendingtests on large spiral strands M. RAOOF, PhD, DIC* Carefully conducted experimental studies of the free bending characteristics of substantial structural strands arereported. The match...

...H S WHEATER; P LAURENTIS; G S HAMILTON © Thomas Telford and ICE 1989 DESIGN RAINFALL CHARACTERISTICS DATA SHORT TERM HYDROMETRY NETWORKS INTENSITY DURATION FREQUENCY RELATIONS REGIONS PATTERNS ANALYSIS RECORDS GAUGING STATIONS GAUGES REDUCTION HYDROLOGY WADIS REGIONAL...

...RE NECE; RA FALCONER WASHINGTON UNIVERSITY SEATTLE BRADFORD UNIVERSITY HYDRAULIC CIRCULATION BASINS PROBLEMS MATHEMATICS ENVIRONMENTAL EXCHANGE GEOMETRY SITES PREDICTION MODELLING FLUSHING PLANNING MODELS HARBOURS FLOW CHARACTERISTICS BATHYMETRY STUDIES TIDAL COASTAL...

... to the network hydraulic characteristics expressed in the form of nodal flow continuity equations, and subject to the operational constraints of the network. The relationship between network pressures and leakage losses is discussed, and a function relating nodal pressure and leakage outflow is incorporated...

... over the Rambler Channel. Tests were carried out to determine the characteristics of the 50 MPa concrete for use in deflexion calculations for the main crossing. Introduction The tender was submitted by Maeda/Oriental Joint Venture on 8 June 1984, the contract signed on 12 September and work began...

...D G E SMITH © Thomas Telford and ICE 1989 SCOTT WILSON KIRKPATRICK FOUNDATIONS DIESEL GENERATORS DOCKYARDS NAVAL PERFORMANCE DESIGN BLOCKS PILES RAKES INVESTIGATIONS RAFTS REMEDIAL REPLACEMENT SETS FAILURES DIFFERENTIAL DYNAMICS CHARACTERISTICS FORECASTS...

...J M W BROWNJOHN; A A DUMANOGLU; R T SEVERN; C A TAYLOR; J D LITTLER; J R MAGUIRE Proc. InstnCiu. Engrs, Part 2,1988,85,Dec.,725-730 DISCUSSION ON PAPER 9173 STRUCTURAELNGINEERINGGROUP Ambient vibration measurementosf the Humber Suspension Bridge and comparison with calculated characteristics J. M...

...MZ GHAZALI; JR RIDDINGTON; BS 5628 Proc. lnstn Civ Engrs, Part 2,1988,85, Sept., 567-574 TECHNNICOATEL 505 STRUCTURAL ENGINEEGRRINOGUP Simple test method for masonry shear strength M. Z. GHAZALI, MSc, PhD, MIEM* J. R. RIDDINGTON, BSc, PhD, MICE? Masonry shear strength characteristics are currently...