...W POWRIE; ESF LI © Thomas Telford and ICE 1991 QUEEN MARY & WESTFIELD COLLEGE LONDON UNIVERSITY ANALYSIS IN SITU RETAINING WALLS PROPPED FORMATION LEVELS PROPS EMBEDDED CANTILEVER MINIMISATION DEPTH BEHAVIOUR LIMIT EQUILIBRIUM FINITE ELEMENTS CENTRIFUGES MODELS...

...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

.... The 1990 draft of EC4 was influenced both by thepresentwork, which relatesmainly to solidslabs, and by recentwork by Aribert and other in which composite floors were alsostudied.Aribert swork and the rules in EC4: 1990 are considered later. Mathematical models 16. The earliest studies of this subject (e.g...

... CONDITIONS MEASUREMENT TIDES DATA TIDAL VALIDATION MODELS BEHAVIOUR SOFTWARE HINDCAST WIRRAL LIVERPOOL BAY UK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 631-644 PAPER 9710 MARITIMEBOARD Coastal wave climate categorization using wind data T. S . HEDGES, BEng, MEng, MICE* R...

...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

... STRESS PORE PRESSURE CALCULATIONS METHODS DISTRIBUTION MODELS POROELASTIC SUBMARINE UNDERWATER Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 771-794 PAPER 9779 BOARD MARITIME Wave-induced failureof poroelastic seabed slopes: a boundary element study W. RAMAN-NAIR, BSc, MEng,PhD* G .C .W...

...M G ANDERSON; D M LLOYD © Thomas Telford and ICE 1991 BRISTOL UNIVERSITY SUB MODELS COMBINED SLOPES HYDROLOGY STABILITY MODELS CUTS DESIGN CHARTS COUPLED TWO DIMENSIONAL MODELLING PORE PRESSURE SUCTION STORMS EVENTS INSTABILITY FAILURES RAINFALL TROPICS RAIN...

...K H KWAN; C Q LO; T C LIAUW; P C PANDEY © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF SCIENCE Proc. Insrn Ciu. Engrs, Part 2,1991,91,Dec.,891-894 DISCUSSION ON PAPE95RS7T1RUCTURAENLGINEERING GROUP Large-scale model tests and plastic analysisof multibay infilled frames K. H. Kwan...

...A J CHADWICK Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec.,719-737 PAPER An unsteady flow bore modeflor sediment transport in broken waves. Part1:the developmentof the numerical model A. J. CHADWICK, BSc, MSc,PhD, MICE, MIWEM* The paper is concerned primarily with numerical model studies...

... VIBRATORS FREQUENCIES COMPUTERS LOGGING PROCESSING OUTPUT ACCELEROMETERS WAVES MODELS STANDING OSCILLATORY STATIC PEAK VIBRATIONS TECHNIQUES METHODS ACCELERATION OSCILLATIONS TIMBER MAGNITUDE MODES IMMERSION LABORATORIES STUDIES Proc. Instn Cio.Engrs, Part 2, 1991,91, Sept., 603...

...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF SCIENCE MS RAMAIAH INSTITUTE OF TECHNOLOGY FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE PROBLEMS GENERALITY PARAMETERS DESIGN PRACTICAL TOOLS ANALYSIS UNIAXIAL CYLINDERS COMPRESSIVE STRENGTH MIX MODELLING COMPONENTS PLAIN PRISMS...

...D STEPHENSON; J R METCALF LESOTHO SOUTH AFRICA AFRICA Proc. Instn Civ. Engrs, Part 2, 1991, 91, Sept., 417434 PAPER 9686 Model studies of air entrainmeinntthe Muela drop shaft WATER BOARD D. STEPHENSON, MSc(Eng), PhD,DSc(Eng), FICE, FSAICE* J. R. METCALF, BEng, MBL, MICE, FSAICE? Model...

...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

... mathematical model based on one-dimensional heatflow was established. The model was calibrated by comparing the statisticosf the calculatedand measured results. On thebasis of theestablishedmathematicalmodel,extremevalues of variousthermal parameters can be calculated. Influence of the form of construction...

... PERFORMANCE TRIALS SHAFTS SPECIMENS POROSITY PERMEABILITY PHYSICAL MODELS FLOW MECHANISMS FORMULAE CULVERTS SIZE LOCATION OPTIMISATION FEASIBILITY ALLEVIATION WAVES MODELLING CHESIL BEACH PORTLAND WEYMOUTH CHISWELL DORSET UK Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...C W CHOI; F C HARRIS © Thomas Telford and ICE 1991 HONG KONG CITY POLYTECHNIC WOLVERHAMPTON POLYTECHNIC LOUGHBOROUGH UNIVERSITY MODELS CALCULATIONS OPTIMUM CRANES POSITIONS CONSTRUCTION SITES LAYOUT MATHEMATICS MODELLING LOCATION FACILITIES LOADS POWER STATIONS CASE...

... zone. The models were manufactured anadt tested the Instituteof Industrial Science, University of TokIynoc. omparison with the conventional European members, the modified section shows significant improvement in the ductility and energy absorption capacity under cyclic and transient dynamic loading...