...K N RAHAL; J E HARDING © Thomas Telford and ICE 1991 HOWARD HUMPHREYS SURREY UNIVERSITY TRANSVERSELY STIFFENED GIRDERS WEBS COMBINED IN PLANE LOADING NON LINEAR FINITE ELEMENTS ANALYSIS LOADS PARAMETRIC STUDIES EFFECT SHEAR DIRECT BEHAVIOUR TRANSVERSE STIFFENERS...

... DESIGN HOGGING BENDING STRAIN STANDARDS HARDENING MODIFICATION MOMENTS LOCAL IN PLANE PARAMETRIC STUDIES Proc. Instn Ciu. Engrs, Part 2,1987,83, Mar., 143-159 PAPER 9093 STRUCTURAL ENGGRIONUEEPRING Inelastic buckling of composite bridge girders near internal supports M. A. BRADFORD, BSc...

...J SZLENDAK; J BRODKA; JA PACKER © Thomas Telford and ICE 1986 STRENGTHENING RECTANGULAR MOMENTS HOLLOW SECTIONS BEHAVIOUR LOADS CONNECTIONS BENDING IN PLANE CHORDS JOINTS STRENGTH STIFFENING THICKNESS STRESS YIELD WALLS WELDING Proc. Instn Cio. Engrs, Part 2...

... METHODS PREDICTION IN PLANE WALLS ANALYSIS SHEAR FRAMES BEAMS COMPOSITE MODES MATERIALS MORTAR PLANE WEAKNESS RESEARCH EXPERIMENTS CONSTANT VALUE TENSION IDEALISED FACTORS PROPERTIES APPROXIMATION Proc. Znstn Cio. Engrs, Part 2,1985,79, June,295-313 CTU8R8A71LU PAPER ENGINEERING...

... METHODS CRACKING YIELDING NON LINEAR ANALYSIS PREDICTION FINITE ELEMENTS PROCEDURE MODELLING EQUATIONS CONSTITUTIVE MATRIX MATRICES STIFFNESS TENSION IN PLANE SHEAR MODULUS MONITORING PARAMETERS INDICES COSTS NUMERICAL MODELS INSTRUMENTATION MATERIALS DEFLECTION STRAIN FAILURES...

...AW HENDRY; W SAMARASINGHE; AW PAGE; POISSON MORATUWA UNIVERSITY SRI LANKA NEWCASTLE UNIVERSITY SOUTH WALES EDINBURGH UNIVERSITY FINITE ELEMENTS MODELS BEHAVIOUR IN PLANE BRICKS MASONRY LOADS LINEAR ELASTIC ISOTROPIC MATERIALS CAPACITY STRESS STATE BIAXIAL TENSION...

...B BHATTACHARYYA; VZ VLASOV DAMODAR VALLEY CORPORATION CALCUTTA DYNAMICS COEFFICIENTS PLATES STRIP LOADS MOVING BEHAVIOUR TWO PARAMETRIC LAYERED FOUNDATIONS SYMMETRICAL AXIS VELOCITY CONSTANT IN PLANE FORCES ASPECT RATIOS MODELS ELASTIC COMPRESSIBLE MATERIALS...

... boundary conditions associated with cantilever plates,6 a folded plate approach has been used for the solution of shear-core structures The latter, however, have considered only in-plane stress conditions for the core wall panels, and the Author s solution has the merit that outof plane behaviour...

...TM ROBERTS; KC ROCKEY; ACG HAYWARD © Thomas Telford and ICE 1980 FAIRFIELD MABEY MECHANISMS COLLAPSE PLATES LOADS STRENGTH FAILURES ROTATION SOLUTIONS LOADS GIRDERS PATCH STIFFENERS ALTERNATIVE DISTRIBUTION PREDICTION SLENDER IN PLANE LOCAL BEARING FLANGES...

...SE WEBB; PJ DOWLING © Thomas Telford and ICE 1980 IMPERIAL COLLEGE LARGE BEHAVIOUR PLATES IN PLANE ANGLES FLATS NON LINEAR RELAXATION YIELD DEPTH SLENDERNESS HYBRID FORCES DISTORTION ZONES DEFLECTION DISCRETE MATHEMATICS ECCENTRIC LOADS ACTION STIFFENERS...

... at righat ngles to theouterlayersT. histype of membranebehaves non-linearly under the actionof in-plane shear stress; hence small deflexion linear analyses of the shell behaviour could leadto considerable error. Two cases were apalysed: one with theboardsparallel to theedgesupports...

... DISPLACEMENT CONVERGENCE STATE FAILURES LIMITS ULTIMATE PROBLEMS STEEL YIELDING IN PLANE ERRORS SCALING TECHNIQUES TERMINATION ALTERNATIVE PLASTIC Proc. Insrn Ciu. Engrs, Part 2, 1979, 67, Dec., 951-969 8249 Further studies on the constant stiffness method of non-linear analysis of concrete...

...AW IRWIN; AB AFSHAR FILL PERFORMANCE FRAMES LOADS MATERIALS STRENGTH UNITS BLOCKS PLAIN STEEL FIBRES CLADDING REINFORCED INFILL IN PLANE RELATIVE ELASTOPLASTIC COMBINATIONS EXPANDED MICROCONCRETE MESHES CEMENT STIFFNESS CONCRETE CYCLIC TESTS DUCTILITY CAPACITY...

... FAILURES TENSILE VIOLATION WALLS ISOTROPIC IN PLANE EXPERIMENTS STRESS STRENGTH COMPOSITE WALLS MODELS BRICKS SIMULATION JOINTS PROPERTIES SLIP BONDS PREDICTION SUPPORTS TESTS COMPUTERS EVALUATION HORIZONTAL SENSITIVITY Proc. lnstn Ciu. Engrs, Part 2, 1979, 67, Mar., 93-1 10 8185...

...TM ROBERTS; KC ROCKEY © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE MECHANISMS COLLAPSE PLATES PATCH EXPERIMENTS CALCULATIONS HINGES DESIGN INTERACTION BENDING BEHAVIOUR SOLUTIONS LOADS GIRDERS PLASTIC PLANE DATA UPPER BOUNDS FLANGES FORMULAE STRESS...

... that it may be preferable to model each individual crack as an unrestrained hinge at very small deformationsor as an elasticallyrestrainedhinge at largerdeformations.Theinfluence of anin-plane tension or compression onthe flexural properties has also been studied theoreticaalnlyd experimentally; an important...

... and under any loading conditions. Introduction A large deformation, discrete element method of analysis' has been applied successfully to many types of structure that form, with their support systems, single closed loops. In earlier studies of suspension cables2 and plane beamcolumns3 it was thought...

...JE HARDING; TK CHAPLIN; RE HOBBS; GH LITTLE; BG NEAL © Thomas Telford and ICE 1977 BIRMINGHAM UNIVERSITY ELASTOPLASTIC SQUARE IN PLANE EQUATIONS DYNAMICS PROGRAMS ANALYSIS PLATES SOLUTIONS FINITE DIFFERENCE RELAXATION EQUILIBRIUM IMPERFECT LOADS SIMULTANEOUS METHODS...

...VJ BROMLEY; DKY KAN CHEVRON PETROLEUM DESIGN PANELS PRODUCTION METHODS PROGRAMS STRUCTURAL STRENGTH CALCULATIONS WALLS FORCES BENDING STEEL REINFORCED GRAVITY PLATFORMS COMPUTERS PROBLEMS STRESS RESISTANCE SLABS IN PLANE MOMENTS CRACKS CONCRETE OIL ITERATIVE...

...JE HARDING; RE HOBBS; BG NEAL © Thomas Telford and ICE 1977 IMPERIAL COLLEGE ELASTOPLASTIC SQUARE IN PLANE DEFLECTION PLATES MULTILAYER EQUATIONS PEAK STRAIN OUT OF PLANE BIAXIAL BASIC PLASTIC PANELS INTERACTION ANALYSIS PLATES FINITE DIFFERENCE THIN RIGIDITY...