... Institute ofTechnology, New Delhi, 1985, PhD thesis. 615 © Thomas Telford and ICE 1991 MINIMUM REINFORCEMENT SOLUTIONS FLAT SLABS METHODS BENDING COLUMNS IDEALISED IDEALISATION POINTS SUPPORTS FINITE STRIP ...

... THIN LIMITING DEFLECTION LONGITUDINAL TRANSVERSE NORMAL STRESS SHEAR FINITE ELEMENTS PREDICTION CALCULATIONS MODIFIED LAG TOTAL ROTATION SIMPLE WARPING ST VENANT HAND ELASTIC FOUNDATIONS GIRDERS BEHAVIOUR MODELS DATA ANALYTICAL METHODS IDEALISATION SPECIMENS CONSTRUCTION...

... CANTILEVER STAYS CABLES IDEALISATION PROGRAMS LOADS TENSION DECKS TRANSVERSE BENDING MOMENTS SHEAR REINFORCEMENT CODES STRENGTH FAILURES SUPPORTS BUCKLING AXIAL COMPRESSION DYNAMICS BEHAVIOUR CASTING FOUNDATIONS WORKS TEMPORARY COLUMNS ABUTMENTS STRESS WIND EXCITATION CREEP...

... IDEALISATION ONE WAY CORNERS SUPPORTS VARIATIONS TENSILE STRENGTH CRACKING RESPONSES ITERATIVE STATE COLLAPSE SOFTENING TENSION STIFFENING MODELS ARC LENGTH NUMERICAL DISPLACEMENT CONTROL STRESS GRADIENTS MESHES SIZE DEFLECTION Proc. Instn Ciu. Engrs, Part 2, 1982.73, Mar., 135-145...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1981 KINGS COLLEGE UNIVERSITY OF LONDON EVALUATION RESISTANT COUPLED ECCENTRICITY RESISTANCE TRANSLATIONAL PERPENDICULAR TORQUE CONFIGURATION IDEALISATION FREE ESTIMATES FORCES CODES DESIGN BUILDING CENTRES SINGLE...

... CELLULAR MEMBERS RANGE FAILURES INCREMENTAL CONVERGENCE EFFECTIVE PREDICTION GEOMETRY STRESS ANALYTICAL PROGRAMS CAPACITY NON LINEAR BEHAVIOUR BENDING IDEALISATION EXTENSIONS COLLAPSE HIGH PROCEDURE SOLUTIONS COMPRESSION YIELD LINE CONDITIONS WEBS CALCULATIONS LONGITUDINAL...

...DJ JUST © Thomas Telford and ICE 1979 ASTON UNIVERSITY ANALYSIS BEAMS SLABS BRIDGES DECKS METHODS IDEALISATION FINITE ELEMENTS GRILLAGES Proc. lnstn Cio. Engrs, Part 2, 1979, 67, Dec., 1 131 8254 SYNOPSIS Analysis of right beam and slab bridge decks The design of beam...

... STUDIES VALUE SIZE ACCURACY GIRDERS SINGLE CELLS IDEALISATION CALCULATIONS SQUARE RECTANGULAR PLAN FORM COMPUTERS ...

...HR EVANS; NE SHANMUGAM; BR MAWSON © Thomas Telford and ICE 1979 SOUTH GLAMORGAN COUNTY COUNCIL APPROXIMATE GRILLAGES METHODS ANALYSIS CELLULAR STRUCTURES IDEALISATION TORSION CONSTANTS TORSIONAL Proc. Imtn Ciu. Engrs, Part 2, 1919, 61, Sept., 873-875 8198 DISCUSSION...

...PC DAS; R SEN © Thomas Telford and ICE 1979 DEPARTMENT OF TRANSPORT RESERVE DECKS FAILURES DATA PREDICTION MATERIALS GRILLAGES REINFORCED CLAMPED IDEALISATION POST YIELD CALCULATIONS LIMIT STATE STRENGTH COMPUTERS ELASTOPLASTIC TESTS SQUARE POST ELASTIC NON LINEAR...

...AK KAR STRUCTURAL STABILITY FORCES EFFECT RIGID PHYSICAL PRIMARY INEFFECTIVE DYNAMICS IDEALISATION SMALL IDEALISED OVERTURNING DEAD STABILISING RIGHTING STRUCTURES MODELS MATHEMATICS MODES DESTABILISING CONDITIONS THEORY DISPLACEMENT FLOTATION BUOYANCY WEIGHT PRACTICE...

... METHODS LAG BOX FORCES DISPLACEMENT CONVERGENCE EDGES IDEALISATION LOADS Proc. Instn Civ. Engrs, Part 2, 1978, 65,Sept., 701-705 8065 DISCUSSION The bar simulation method forthe calculation of shear lag in multi-cell and continuous box girders A. R. TAHERIAN & H. R. EVANS Dr C. T. Morley...

...GA MOHR; AS POWER; BOUSSINESQ ELASTIC FINITE ELEMENTS MEDIA BURIED ISOPARAMETRIC ANALYTICAL MODELS FORCES CLASSICAL EXPANSION BOUNDARIES INFINITE IDEALISATION ROCKS MEMBRANES SOLUTIONS AXISYMMETRIC CONCENTRATED ELASTICITY CONDITIONS SEMI INFINITE PIPES ANALYSIS ELEMENTS...

...IE IWEGBUE; DM BROTTON NUMERICAL FLUTTER BRIDGES CALCULATIONS DATA DEFLECTION FINITE THEORY IDEALISATION CABLES HANGERS MOTION COMPUTERS DAMPING INTEGRATION SPEED ERECTION TECHNIQUES EQUILIBRIUM DEAD DYNAMICS SPACE STRUCTURAL ELEMENTS TOWERS AERODYNAMICS...

...DV PHILLIPS; OC ZIENKIEWICZ © Thomas Telford and ICE 1976 WALES UNIVERSITY SWANSEA NAIROBI UNIVERSITY FINITE ELEMENTS CONCRETE TECHNIQUES MULTIAXIAL YIELDING EFFECT BEHAVIOUR ISOPARAMETRIC AXISYMMETRIC LINERS JACKETS VARIABLE METHODS LOADS IDEALISATION LAW...

...IA MACLEOD © Thomas Telford and ICE 1973 GLASGOW UNIVERSITY PAISLEY COLLEGE OF TECHNOLOGY ANALYSIS BUILDINGS BEHAVIOUR IDEALISATION MODELLING NUMBERS TRANSFORMATION COMPUTERS SHEAR METHODS THREE DIMENSIONAL CONSTRAINTS INTERACTION INTERCONNECTION MATRICES PROGRAMS...

...R SHEPHERD; RJ AVES © Thomas Telford and ICE 1973 AUCKLAND UNIVERSITY WANGANUI CITY COUNCIL IMPACT CONCRETE DEFLECTION PREDICTION IDEALISED VEHICLES TESTS FACTORS BRIDGES SPANS MATHEMATICS BEAMS REPRESENTATION DESIGN SIMPLE DYNAMICS DISPLACEMENT MODELS SUPPORTS...

... COMPOSITE THEORY BEHAVIOUR SPANS SKEW DECKS SOLUTIONS SMALL STIFFENED RELAXATION SOLUTIONS EQUATIONS ANALYSIS MODELS EVALUATION LIMITS COLLAPSE HIGHWAYS EXPERIMENTS SINGLE SPAN SIMPLE STEEL SLABS THIN DEFLECTION THEORY LOADS FINITE DIFFERENCE UPPER BOUNDS TESTS IDEALISATION...

...GB WARBURTON; SECED FORCED ELASTIC SURFACES MASS VIBRATIONS HALF SPACE HARMONIC RESPONSES MASS IDEALISATION EXCITATION CYLINDRICAL SOCIETY FOR EARTHQUAKE AND CIVILENGINEERINGDYNAMICS 15 April, 1970 LECTURE Forced vibration of t w o masses on an elastic half-space G. B. Warburton...

...Y K CHEUNG; I P KING; O C ZIENKIEWICZ; F SAWKO; A R BAKER; J C CHAPMAN; C M MACMILLAN; K KRETSIS; W M JENKINS; D J LAX; B J THORPE; C J PAREKH; R G ANDERSON; B C BEST; R WEST; P T K LIM SLABS SHAPE METHODS COLUMNS TRIANGULAR IDEALISATION ORTHOTROPY BRIDGES SUPPORTS ANALYSIS BEAMS...