...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...

...J A HEMSLEY; WINKLER; FOURIER © Thomas Telford and ICE 1988 OVE ARUP PARTNERSHIP FLEXURE INFINITE PLATES WINKLER SPRINGS HALF SPACE PLANE STRAIN THEORY TRANSFORMS ELASTOSTATICS THIN HOMOGENEOUS CLOSED FORM SOLUTIONS SPRINGS SYMMETRIC ANTISYMMETRIC LOADS NUMERICAL...

...JA HEMSLEY; GE BRATCHELL; WINKLER RAFTS CIRCULAR AXISYMMETRICAL LOADING LOADS SPRINGS WINKLER SPRINGS STIFFNESS DISPLACEMENT UNIFORM BENDING MOMENTS ANALYSIS ELASTIC ELASTICITY STRUCTURES STRAIN STRESS REINFORCEMENT Proc. Instn Civ.Engrs, Part 2, 1988,SS,Mar., 195196...

...JA HEMSLEY; GD GALLETLY; WINKLER © Thomas Telford and ICE 1988 WALLS SUPERSTRUCTURES FOUNDATIONS INTERACTION SPRINGS WINKLER SPRINGS ANALYSIS RAFTS CIRCULAR TESTS PLATES ELASTIC THICKNESS DESIGN Proc. Instn Ciu.Engrs, Part 2, 1988,85, Mar., 193-194 DISCUSSION ON PAPER...

... SPRINGS ELASTIC BENDING MOMENTS BASES EDGES THEORY CONCRETE STORAGE TANKS CORES CYLINDRICAL BUILDINGS SILOS TRANSFER UNCOUPLED COUPLED PARAMETRIC STUDIES SPRINGS Proc. lnstn Civ. Engrs, Part 2,1987,83, Mar., 115142 PAPER 9111 STRUCTURAL ENGGRIONUEEPRING Influence of wall...

...JA HEMSLEY; WINKLER OVE ARUP PARTNERSHIP LONDON RAFTS ELASTIC LOADS CIRCULAR EDGES CLAMPED FREE WINKLER SPRINGS PRESSURE SPRINGS SPACES CONTACT VERTICAL DESIGN BEHAVIOUR BOUNDARIES BENDING MOMENTS GROUND MODELS FLEXURE CYLINDRICAL CONCRETE STORAGE TANKS...

...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...

... ANNUAL CLIMATE MEAN LEVELS THEORY EXPERIMENTS RESEARCH BRISTOL CYLINDERS MOTION SPECTRUM ESTIMATING FREQUENCY SENSORS DAMPING ENDS CAPTURE EFFICIENCY FORCES INTERACTION PARTIALLY RESONANT SPRINGS SUBMERGENCE EFFECT LIMITING RODE CONSTRUCTION MOORINGS POWER CONVERSION UNITS...

... model. In order to account for continuity in the circumferential direction, the column must be treatedasonerestingonan elasticmedium, or a set of springs (Fig7. (a))P. rovidedonlysmalol veraldl eflexions areconsideredandthe springs have a linear characteristic, the column can be assumed to be in a state...

...LA GREENE NITRATES WATER SUPPLY SPRINGS DRINKING QUALITY METHODS ACTION PROBLEMS CHALK LOADS PRIVATE GROUNDWATER BOREHOLES ABSTRACTION WATER HUMAN SHORT TERM LONG TERM MANAGEMENT GEOLOGY GRAVEL SUPPLY PUBLIC WELLS STANDARDS LEGISLATION CONSUMPTION REMEDIAL EVALUATION...

...C ERTUNA TIPPETTS ABBETT MCCARTHY STRATTON FLOW REGIMES SPRINGS WATER SUPPLY CITIES COUNTRIES DEVELOPING PLANNING LONG TERM SHORT TERM GEOLOGY HYDROLOGY STATISTICS PROBABILITY STUDIES ANALYSIS RAINFALL RECORDS MOMBASA MZIMA SPRINGS KENYA AFRICA © Thomas...

...W VAN LEIJDEN © Thomas Telford and ICE 1978 FLEXIBLE DOLPHINS VERTICAL PILES LOADS THREE DIMENSIONAL CALCULATIONS FENDERS BENDING TOLERANCES SPRINGS FORCES MULTI PILES STEEL SHIPS DISPLACEMENT EFFICIENCY PLATFORMS HINGES MATHEMATICS TORSION STABILITY ITERATIVE...

...P GROOTENHUIS; JHA CROCKETT © Thomas Telford and ICE 1978 VIBRATIONS ISOLATION LARGE STRUCTURES MATERIALS RESILIENT FREQUENCIES PADS BUILDINGS SPRINGS INSULATION RUBBER Proc. Instn Ciu. Engrs, Part 1, 1978,64, May, 365-361 INFORMAL DISCUSSION Vibration isolation in large...

...IA MACLEOD © Thomas Telford and ICE 1976 PAISLEY COLLEGE OF TECHNOLOGY FRAMES WALLS COMPLETE BENDING ROTATIONAL RIGID PROGRAMMING MATRICES ELEMENTS STIFFNESS AXIAL SPRINGS ENDS COORDINATES SHEAR METHODS MATRIX DEFORMATION TRANSFORMATION ROTATION SYSTEMS...

...Y BANGASH © Thomas Telford and ICE 1974 THAMES POLYTECHNIC CIRCUMFERENTIAL ANALYSIS WINDING CONCRETE THEORY FORCES NON LINEAR ULTIMATE LAYERS REINFORCEMENT TROUGHS INTERACTION ULTIMATE DISTRIBUTION PRESTRESSING WIRE SYSTEMS REACTORS METHODS SPRINGS FINITE ELEMENTS...

... FILTERS FLOUR COILS SPRINGS WORKS PLANT EQUIPMENT DIGESTION DEWATERING FACILITIES CAKE INTEGRATION SELECTION DESIGN LAYOUT POWER HOUSES PUMPING STATIONS HEATING CHEMICAL CONDITIONING VACUUM HALLS RECEPTION SALVAGE DANO BIOSTABILISERS SCREENING HOUSES COSTS EFFLUENT TANKS...

... hypothetical case where rain falls on an impervious rectangular catchment uponwhich groundwater or sprinwg ater is already flowing. It is found that theresulting hydrograph varies in accordancewith the position of the springs; if these are located at the outlet the hydrograph of the total flow will be obtained...