...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...

...JA CHARLTON © Thomas Telford and ICE 1985 DUNDEE UNIVERSITY VENTURI SALINE INTRUSION SEA OUTFALLS CONTROL WATER PENETRATION DIFFUSERS SYSTEMS EFFICIENCY HYDRAULIC VALVES PREVENTION DISCHARGES THROATS ACCELERATION TUNNELS PIPES PORTS AXISYMMETRIC MODELS TESTS...

... of an efficient means of computation and very few solutions even for axisymmetric circular plates were developed. A useful summary of the elastic circularplate results of practical significance is given in Timoshenko and Woinowsky-Krieger's classic text on plates and shells.2 2. Between 1945 and the early 1960s...

... SPACE ELASTIC ELASTOPLASTIC SOLUTIONS AXISYMMETRIC CONVERGENCE CONTACT CHIMNEYS BASEMENTS TECHNIQUES FINITE ELEMENTS BOUNDARY ELEMENTS Proc. Instn Ciu.Engrs, Part 2,1983,75, June, 205-242 PAPER 8643 Structural analysis of a circular raft on yielding soil J. A. HOOPER, MEng,PhD,DIC,MICE...

... AMPLITUDE RIGID LONGITUDINAL MULTIPLE AXISYMMETRIC UNDULATIONS INDEPENDENT FIRST ORDER FREQUENCIES GENERATION FORMULATION Proc. lnstn Ciu. Engrs, Part 2, 1981,71, Mar., 263-267 TN 276 Flow resonancesriginid pipes with regular longitudinal corrugations P. LATINOPOULOS, PhD* D. K. TOLIKAS, PhD...

... BOUNDARIES STRAIN POTENTIAL PROCEDURE ECCENTRIC PLASTIC RINGS COMPRESSION SHELLS TESTS STIFFENERS PATTERNS ANALYSIS LOADS FINITE ELEMENTS EFFECT PARAMETERS BEHAVIOUR FORMATION ENERGY PERFECT EXPERIMENTS COLLAPSE STIFFENED STEEL OFFSHORE FAILURES ENDS AXISYMMETRIC IMPERFECTIONS...

...GJ TURVEY LARGE DEFLECTION PRESTRESSED PRESTRAINED CIRCULAR MEMBERS DYNAMICS RELAXATION METHODS AXISYMMETRIC RESPONSES UNIFORM LOADS INITIAL STRESS RESULTANTS NON DIMENSIONAL LATERAL PRESSURE RANGE REGIMES STIFFNESS EQUATIONS SOLUTIONS TECHNIQUES Proc. Instn Ciu...

...GJ TURVEY; TK CHAPLIN © Thomas Telford and ICE 1979 BIRMINGHAM UNIVERSITY AXISYMMETRIC ELASTOPLASTIC FLEXURE CIRCULAR PLATES DEFLECTION REGIMES DYNAMICS RELAXATION EQUATIONS DAMPING CONSTANTS LOADS FACTORS Proc. lnstn Ciu. Engrs, Part 2, 1979, 61, Sept., 865-868...

...GJ TURVEY © Thomas Telford and ICE 1979 LANCASTER UNIVERSITY AXISYMMETRIC CIRCULAR REGIMES EQUATIONS LOADS DYNAMICS PROGRAMS EXPERIMENTAL ACCURACY SIMPLE MILD YIELD STUDIES EQUATIONS CONDITIONS COMPATIBILITY PLASTICITY SERVICEABILITY ELASTOPLASTIC PLATES...

...GA MOHR; AS POWER; BOUSSINESQ © Thomas Telford and ICE 1978 CAULFIELD TECHNOLOGY INSTITUTE ELASTIC FINITE ELEMENTS MEDIA BURIED ISOPARAMETRIC ANALYTICAL MODELS FORCES CLASSICAL EXPANSION BOUNDARIES INFINITE IDEALISATION ROCKS MEMBRANES SOLUTIONS AXISYMMETRIC...

... of predefiningcracks by manual mesh adjust- m e n t ~ . ~ -C~rackdirectionsandredistribution of stressesoccurnaturally, axisymmetric cracking can be represented and phenomena which act subse- quent to the formation of a crack such as aggregate interlocking can still be reproduced. 10. The policy adopted precludes...

... THEORY CRACKING SHELLS MECHANISMS PROPAGATION REDUCTION SYMMETRIC AXISYMMETRIC DESIGN 7413 Theinfluenceomf eridionacl racking on the vibration of cylindrical shells F. A. LECKIE, BSc, MA. PhD 0 . F. PALACIOS, PhDt J. J. WILLlAMS, ACGI. BSc(Eng)S The influence of meridional cracking on cooling...

...N W MURRAY © Thomas Telford and ICE 1961 MONASH UNIVERSITY DESIGN METHODS AXISYMMETRIC SHELLS ROOFS EQUATIONS THICKNESS SOLUTIONS NUMERICAL INTEGRATION SIMULTANEOUS SPHERICAL UNIFORM EXTERNAL PRESSURE MEMBRANES HOMOGENEOUS EDGES CONDITIONS VARIABLE PARABOLOIDS...