...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...J C P KAM; R RACKWITZ; W D DOVER; T ABDO © Thomas Telford and ICE 1989 FAST PROCEDURE RANDOM EQUATIONS INDICATORS FATIGUE OFFSHORE STRESS INTEGRAL ASSESSMENT STRUCTURES HISTORY DAMAGE MUNICH TECHNICAL UNIVERSITY Proc. Instn Ciu. Engrs, Part 2, 1989,87,Dec.,645-649...

... 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...

...TC LIAUW; CQ LO © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY FILL MULTIBAY FRAMES INFILL SINGLE BAYS INTEGRAL NON LINEAR NON INTEGRAL FINITE ELEMENTS METHODS ANALYSIS MATERIALS CRACKING PANELS SEPARATION FRICTION SLIP SHEAR CHARACTERISTICS LOADING LOADS...

...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 HOOPER; STEINBRENNER © Thomas Telford and ICE 1985 OVE ARUP PARTNERSHIP ELASTIC SETTLEMENT CONTINUUM TRANSVERSE ISOTROPIC SURFACE LOADS POLYGONS INTEGRAL VERTICAL STRAIN TRIANGLES DISPLACEMENT MATERIALS ANGLES EQUATIONS CALCULATIONS RIGHT ANGLES APPROXIMATION...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1984 HONG KONG UNIVERSITY FILL PLASTIC DESIGN FRAMES INFILLED METHODS INTEGRAL NON INTEGRAL BEHAVIOUR NON LINEAR THEORY UNIFIED BEAMS FORMATION HINGES CRACKING CRUSHING PANELS SHEARING STRENGTH INTERFACE CONNECTIONS...

... infilled frames is proposed, inwhich the stress redistributiontowardscollapseandtheshear strength at theinfill/frame interface are taken into account. The theoryis applicabk to both single storey and multi-storey integral infilled frames, and comparison withexperimental results gives goodagreement...

... with a much larger and more general problem of treating the structure, the foundation, and the soil as components of an integral system in which the soil is considered to be non-linear. In the case of the silos, forinstance, our analysis also gives allthe stresses throughout the system Paper published: h o c...

... FACTORS COLLINEAR WEIGHT SHAPE TECHNIQUES INTEGRAL CONSTRUCTION GEOMETRY Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 543-549 TN 292 Stress intensfaitcytafonorrs infinite array of collinear cracks subjected to varying pressure A weight function, obtained from an existing stress intensity...

...GA MOHR © Thomas Telford and ICE 1979 CAULFIELD INSTITUTE OF TECHNOLOGY MELBOU ELASTIC PLASTIC PREDICTION SLABS REINFORCEMENT UNIFORM LOADS SANDWICH SHAPE BOUNDARIES CONDITIONS ANALYSIS FINITE THIN PLATES BENDING ELEMENTS MOMENTS VOLUME INTEGRAL Proc. Instn Ciu...

...A KUMAR; BRESSE; KJ ENEVER; J ALLEN © Thomas Telford and ICE 1979 CITY UNIVERSITY QUEEN MARY COLLEGE INTEGRAL VARIED CHANNELS EQUATIONS NARROW LENGTH SOLUTIONS EQUATIONS TRIANGULAR WIDE ACCURACY GRADUALLY RECTANGULAR FORMULAE WIDTH PROFILES Proc. Insln Ch. Engrs...

...A KUMAR; CHEZY; BRESSE © Thomas Telford and ICE 1978 SHEFFIELD CITY UNIVERSITY Proc. Instn Civ. Engrs, Part 2, 1978, 65, Sept., 509-515 8085 Integral solutions othf e gradually varied equation for rectangular and triangular channels Directintegrationof the standard...

... PROBLEMS GLOBAL MATRIX MATRICES NUMERICAL FINITE RAKED METHODS FRAMES LOADS INTEGRAL FOUNDATIONS COMPUTERS ACCURACY Proc. Imtn Ciu. Engrs, Part 2, 1976, 61, Dec., 653-671 7941 Three-dimensional analysis of raked pile groups P. K. BANERJEE, BCE. PhD. MICE* R. M. DRISCOLL, BSc(Ena)t...

...DGA BRICKELL INTEGRAL INFLUENCE PLATES CHARTS APPLICATIONS PROCEDURE EQUATIONS SURFACES MOMENTS SUPPORTS BENDING FORMULATION METHODS CORNERS PROBLEMS SIMPLE TWISTING NUMERICAL TECHNICAL NOTE 25 for writtendiscussion Integreaqluatiomnethod for influence surfaces of a corner...

...D V MALLICK; R T SEVERN © Thomas Telford and ICE 1967 INDIAN INSTITUTE OF TECHNOLOGY BRISTOL UNIVERSITY FILL BEHAVIOUR STATIC FINITE ELEMENTS SOLUTIONS DISTRIBUTION MATRIX SPANS FORMULATION SLIP RECTANGULAR INFILLED LOADS INFILL INTEGRAL STIFFNESS LATERAL RATIOS...

...N S BOULTON © Thomas Telford and ICE 1963 SHEFFIELD UNIVERSITY ANALYSIS DATA NON EQUILIBRIUM PUMPING TESTS YIELD STORAGE FORMULAE INTEGRAL EXPONENTIAL CONDITIONS EFFECT EQUATIONS WATER LEVELS DRAWDOWN WATER TABLE ELECTRONICS DIGITAL COMPUTERS COEFFICIENTS CURVES...

...D W CRACKNELL © Thomas Telford and ICE 1963 C W GLOVER BRIDGES RUNNYMEDE BRIDGE STRUCTURES ARCHES SPANS SINGLE SPAN RIVERS ABUTMENTS CELLULAR CONSTRUCTION CLAYS LONDON CLAY BLUE CLAY PILES HORIZONTAL FORCES TRANSMISSION STEEL RIBS INTEGRAL REINFORCED CONCRETE...

...J MUNRO IMPERIAL COLLEGE LINEAR ANALYSIS THIN SHALLOW SHELLS GENERAL HETEROGENEOUS EQUATIONS SECOND ORDER INTEGRAL SOLUTIONS BOUNDARIES CONDITIONS CURVATURE EQUILIBRIUM STRESS INTERNAL ACTION STRAIN RELATIONS DISPLACEMENT SURFACES TRANSLATIONAL CYLINDRICAL...