... CONTACT SLIPPAGE EFFECT PRESSURE HYDROSTATICS CORROSION Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 19-38 PAPER 9640 STRUCTURBAULILDAINNDG BOARD Axial fatigue life prediction of structural cables from first principles M. RAOOF, PhD, DIC* Using results from previously reported orthotropic sheet...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...M RAOOF © Thomas Telford and ICE 1989 SOUTH BANK POLYTECHNIC LONDON THEORY EFFECT EXTERNAL PRESSURE SPIRAL STRANDS DEVELOPMENT MODELS ANALYSIS MULTILAYER EFFECT HIGH EXTERNAL PRESSURE HYDROSTATICS CABLES AXIAL STIFFNESS HYSTERESIS PATTERNS INTERWIRE CONTACT...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

... length positive integer (including n = 0) vertical contact pressure vertical line load per unit length uniform vertical pressure g[2eDne(r1a-lizved: )a/pEplJie~d l~oading signum function vertical shear force per unit length vertical displacement location of M * location of p* rectangular co-ordinates...

...JA HEMSLEY; DA SPENCE © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON IMPERIAL COLLEGE ELASTIC PLANE STRAIN FOUNDATIONS FLEXURE FINITE STRIP STIFFNESS SLOPES EQUATIONS LINEAR INTEGRAL DISPLACEMENT BENDING MOMENTS SHEAR FORCES PRESSURE CONTACT METHODS...

...JA HEMSLEY; WINKLER © Thomas Telford and ICE 1987 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...

...RA FALCONER; THY TEBBUTT Proc. Instn Cio.Engrs, Part 2, 1987,83,Mar., 351-354 DISCUSSION ON PAPER 9024 WATER ENGINEERING GROUP A theoretical and hydraulic modesltudy of a chlorine contact tank R. A. FALCONER and T. H. Y. TEBBUTT Mr J. H. Warden, Water Research Centre This Paper addresses a subject...

... and the contact pressures under several areas of the raft. The installation was unique in that the load cell was to be formed in a Discussion meeting, 4.00 p.m., 27 January 1987. Written discussion closes 17 February 1987; for further details see p. ii. * Principal ScientificOfficer, t Higher Scientific Officer...

...RA FALCONER; THY TEBBUTT © Thomas Telford and ICE 1986 BIRMINGHAM UNIVERSITY SEVERN TRENT WATER AUTHORITY THEORY HYDRAULIC MODELS STUDIES TANKS CONTACT CHLORINE LABORATORIES FLOW PATTERNS ANALYSIS DISPERSION DIFFUSION LONGITUDINAL TURBULENT NUMERICAL VALUE TIME...

... ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES ACCURACY HLUHLUWE NATAL...

...RE HOBBS; M RAOOF © Thomas Telford and ICE 1984 IMPERIAL COLLEGE BRIDGES STRANDS HYSTERESIS RESPONSES PRELOADED SPIRAL AXIAL LOADS DAMPING STIFFNESS EXPERIMENTS THEORY MECHANISMS WIRE LAYERS CONTACT PATCH BEHAVIOUR CALCULATIONS FORCES MOVEMENT INTERWIRE METHODS...

... 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...

... COMPRESSION TENSION FAILURES PUNCHING YIELD LINE ANGLES WELDS CONTACT RIGID EXPERIMENTS PUSH PULL Proc. 1 n . m Ciu. Engrs, Part 2, 1980, 69, Dec., 995-1013 8412 Yiesldtrength of gapped joinitns rectangular hollow section trusses G . DAVIES, B S c ( E n g )P, h DM, I C E ? M. G . COUTIE, BSc(Eng...

... NEGATIVE VALUE UTILISATION MODES STRENGTH STRUCTURAL LOADS GENERALISED CONTACT OPTIMAL EFFECT RATIOS ORTHOTROPIC MOMENTS VARIABLES ANALYSIS Proc. Insrn Civ. Engrs, Part 2, 1978, 65, Mar., 113-128 8088 Ultimate flesxtureranlgth of combined footings The ultimate flexural strength...

... STRENGTH YIELD DESIGN THREE DIMENSIONAL EQUATIONS TENSILE EFFECT LOADS STRANDS PRESTRESSED VESSELS CONTACT STIFFNESS TECHNIQUES REDUCTION ZONES CHANNELS PREDICTION ESTIMATING STRESS Proc. Instn Ciu. Engrs, Part 2, 1974, 57, Sept.,437-450 7710 A circumferential prestressing load...

... and stress concentrations at the contact lengths on the overall response of a shear wall. The analytical formulation is based on the force-displacement method in which the statically indeterminate values are takenas forces (or moments) and linear displacements. This approach facilitates the physical...

...J D DAVIES; D MICHAEL © Thomas Telford and ICE 1963 OVE ARUP INFLUENCE SUPPORTS CONDITIONS BEHAVIOUR CYLINDRICAL CONCRETE TANKS EFFECT DISTRIBUTION FOUNDATIONS PRESSURE CONTACT BENDING MOMENTS WALLS SLABS FLOORS Discussion on Paper No. 6590* The influenceof...

...J D DAVIES © Thomas Telford and ICE 1962 SWANSEA UNIVERSITY COLLEGE INFLUENCE SUPPORTS CONDITIONS BEHAVIOUR CYLINDRICAL CONCRETE TANKS METHODS PREDICTION ELASTIC METHODS CONTACT PRESSURE DISTRIBUTION GRANULAR COHESIVE SOILS BENDING MOMENTS Paper No. 6590...

... ROTATING CONTACT GERMANY DISCUSSION ON DEVELOPMENTIN PUBLIC HEALTHENGINEERING IN GERMANY 459 Paper No. 6399 Development in public health engineering in Germanyt bY Professor Dr.-Ing. habil. Franz Popel, M.A.S.C.E. Discussion Mr C. B. Townend (Chief Engineer, Main Drainage Department, Middlesex...