... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

...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...

... and continuous contact with a homogeneous half-space is examined for symmetric and antisymmetric static applied loading. The integral relationships required to define completely the plate flexure are established by means of Fourier transforms; and, possibly for the first time, closed-form expressions are derived...

...DMF ORR; MAGNEL © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE CORK, IRELAND DIAGRAMS COMPOSITE PRESTRESSED CONCRETE BEAMS METHODS SELECTION FORCES LOCATION TENDONS HOMOGENEOUS SECTIONS T BEAMS PRECAST IN SITU CAST SLABS MECHANICAL PROPERTIES LOADS EQUATIONS T...

... PRACTICAL DESIGN PROBLEMS INTERACTION ELASTIC LAYERS BASES RIGID INCLINED HOMOGENEOUS PLAIN PILES CIRCULAR SURFACE ELEMENTS BUILDINGS TALL MULTI STOREY OFFICES TOWERS SINGAPORE RIYADH SINGAPORE SAUDI ARABIA ASIA MIDDLE EAST Proc. Instn Ciu. Engrs, Part 2, 1983,75, Sept...

...SS DEY © Thomas Telford and ICE 1980 INDIAN INSTITUTE OF TECHNOLOGY FINITE STRIP ORTHOTROPIC DECKS SUPPORTS STIFFNESS MATRICES EQUATIONS COORDINATES CONVERGENCE SLABS METHODS CURVED BENDING STRIP MATRIX HOMOGENEOUS PLATES PROCEDURE HARMONIC ALTERNATIVE ANALYSIS...

...PRS SPEARE; KO KEMP; E REISSNER © Thomas Telford and ICE 1976 CITY UNIVERSITY LONDON UNIVERSITY COLLEGE LONDON SHEAR HOMOGENEOUS THEORY FINITE ELEMENTS SOLUTIONS TESTS PARTIAL RATIOS DEFORMATION SANDWICH EFFECT FINITE DIFFERENCE ANALYTICAL DEFLECTION MODIFICATION...

... ELEMENTS HOMOGENEOUS CONSTRUCTION CURVED TAPERING DEFORMATION PARABOLIC THIN DECKS RECTANGULAR SKEW SOLUTIONS SANDWICH SIDES TRANSVERSE EFFECT ISOPARAMETRIC THICK FORMULATION STRESS SUPPORTS FLYOVERS Proc. Instn Ciu.Engrs, Part 2, 1975, 59, Mar., 43-65 7740 A simple finite element...

... MONOTONIC PARAMETERS LAYERED METHODS COEFFICIENTS WEIGHTING DISTRIBUTION PLOTTING DISPLACEMENT ROCKING CIRCULAR ANALYTICAL DEPTH ANALYSIS ELASTIC LAYERS HALF SPACE STRAIN HOMOGENEOUS FORMS VERTICAL TWISTING INCREASES ACCURACY EVALUATION Proc. Instn Civ. Engrs, Part 2, 1914, 57...

...J GLUCK; M GELLERT TECHNION ISRAEL INSTITUTE OF TECHNOLOGY © Thomas Telford and ICE 1972 NON LINEAR SUPPORTS CANTILEVER LOADS WALLS DISPLACEMENT GOVERNING CONDITIONS SOLUTIONS LATERAL ANALYSIS METHODS SHEAR FRAMES TORSION NON HOMOGENEOUS DIFFERENTIAL HOMOGENEOUS...

...D I H BARR; NAVIER STOKES © Thomas Telford and ICE 1968 STRATHCLYDE UNIVERSITY FORMULATION EQUATIONS HOMOGENEOUS FLOW ACTIVE LINEAR TERMS FUNCTIONAL INCOMPRESSIBLE METHODS FORCES NON ACCELERATIVE HYDRAULICS NON DIMENSIONAL DIMENSIONS VISCOUS SINGLE SYSTEMS 7075...

...A K BISWAS; G FLEMING © Thomas Telford and ICE 1966 REGIONAL FLOODS FREQUENCY ANALYSIS HYDROLOGY HOMOGENEOUS REGIONS SCOTLAND UK Abstract* Paper No. 6947 REGIONAL FLOOD FREQUENCY ANALYSES FOR SCOTLAND by Asit K. Biswas, M.Tech. (Grad.1.C.E.) and George Fleming, B.Sc...

... MEMBRANES ACTION EXPERIMENTS CORRUGATED DEFORMATION CHARACTERISTICS HOMOGENEOUS ELEMENTS GOVERNING EQUATIONS BOUNDARIES CONDITIONS DISPLACEMENT STRESS FUNCTIONS CONVERSION DIGITAL CLAMPED SIMPLE SUPPORTS © Thomas Telford and ICE 1966 discussiFoonr* written Paper No. 6927...

... ofthe topography, geology, and seismicityof the dam site is given, and the following design proceduresare described, with results. (1) Preliminary studies resulting in the decision to adopt a double-curvature arch dam. (2) Testing of homogeneous plaster models to refine the design and estimate stresses...

...J MUNRO; D DENNINGTON; R S JENKINS © Thomas Telford and ICE 1962 OVE ARUP GEORGE WIMPEY LINEAR ANALYSIS THIN SHALLOW SHELLS ELASTIC HOMOGENEOUS MATERIALS CONCRETE UNIFORM THICKNESS UNCRACKED DISCUSSION ON THE LINEAR ANALYSIS OF THIN SHALLOW SHELLS 111 Paper...

...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...

...K J IVES © Thomas Telford and ICE 1960 UNIVERSITY COLLEGE LONDON RATIONAL DESIGN FILTERS WATER HOMOGENEOUS SUSPENSION FLOW Paper No. 6414 RATIONALDESIGN OF FILTERS bY Kenneth James Ives, Ph.D., B.Sc.(Eng A.M.I.C.E. Lecturer, Department of Civil and Municipal Engineering...