... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

... STATE STEEL COMPRESSION ZONES STIRRUPS SUPPORTS ANALYSIS TENSION EQUILIBRIUM CALCULATIONS CRACKING © Thomas Telford and ICE 1988 Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 609-628 PAPER 9295 STRUCTURAL ENGGRIONUEEPRING Analytical and experimental studioesf shear failures...

...J C P KAM; W D DOVER; WIRSCHING © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON FAST FATIGUE ASSESSMENT PROCEDURE OFFSHORE STRUCTURES STRESS RANDOM HISTORY STATE OF THE ART PREDICTION MODELS ANALYSIS LOADS POWER EQUATIONS SEA STATE RESPONSES CONFIGURATION...

... deformation can be included in modelling thin to moderately thick plates, thus enabling the effect of transverse shear on the nonlinear behaviour of plates to be included. A modifiedversion of the NewtonRaphson method for solving non-linear equations is adopted to obtain the final state of equilibrium...

... ELECTRONS MICROSCOPES STATE PASTES METHODS CHARACTERISTICS ALTERNATING CURRENTS SETTING ADMIXTURES HARDENING STRENGTH DEVELOPMENT ACCELERATORS Proc. Instn Ciu.Engrs, Part 2, 1985,79,Sept., 5 8 5 4 0 4 PAPER 8954 STRUCTURAL ENGGRIONUEEPRING A study of the early hydration of Portland cement W...

...Z MANKO; VON MISES; PRANDTL REUSS © Thomas Telford and ICE 1985 WROCLAW TECHNICAL UNIVERSITY POLAND BRIDGES CAPACITY CARRYING FINITE STRIP STEEL ORTHOTROPIC DECKS PLATES NON ELASTIC STATE LONGITUDINAL RIBS EQUATIONS THEORY PLASTIC FLOW ELASTIC MATERIALS IDEAL...

...MR HORNE; WR GRAYSON; BS 5400 © Thomas Telford and ICE 1983 MANCHESTER UNIVERSITY JOHN CONNELL ULTIMATE LOADS BEHAVIOUR WEBS PANELS STRESS COMBINED STIFFENED STEEL LONGITUDINAL DIRECT SHEAR STATE INTERACTION DEPTH GIRDERS PLATES GEOMETRY EXPERIMENTS TESTS...

..., skewed slab bridges designed for standard highway loading is described. It is shown that the response at the serviceability and ultimate limit states is strongly influenced by the directions of reinforcing bars. However, redistributing reinforcement to avoid congestion did not greatly influence response...

...V KRISTEK; J STUDNICKA © Thomas Telford and ICE 1982 PRAGUE TECHNICAL UNIVERSITY ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC...

...AR BOKAIAN © Thomas Telford and ICE 1982 LONDON CENTRE FOR MARINE TECHNOLOGY UNIVERSITY COLLEGE LONDON FAST WATER DEFLECTION TRANSVERSE WALLS EXPERIMENTS JETS FINITE DIMENSIONS OVERFLOWS SPILLWAYS SMOOTH VERTICAL PERPENDICULAR INITIAL FLOW STATE DEVELOPMENT...

... 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...

... STRESS STATE BIAXIAL TENSION COMPRESSION PROPERTIES FAILURES TESTS SCALE PANELS ITERATIVE PLANE COMPUTERS PROGRAMS SIMULATION SHEAR WALLS CRACKS PATTERNS LEVELS PREDICTION CONDITIONS ESTIMATING ACCURACY PROGRESSIVE CRACKING INCREMENTAL EFFECT MODULUS RATIOS PANELS...

...KC ROCKEY; G VALTINAT; KH TANG © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE CARDIFF KARLSRUHE UNIVERSITY DESIGN WEBS ULTIMATE STATE THEORY EFFECTIVE DEFORMATION TESTS PANELS CAPACITY TRANSVERSE LOADS METHODS GIRDERS LINEAR BEHAVIOUR STRESS EXPERIMENTS RULES...

...M EFTHYMIOU; CARPENTER; R NARAYANIAN; KEULEGAN © Thomas Telford and ICE 1981 UMIST MANCHESTER UNIVERSITY WAVES PIPELINES NUMBERS LABORATORIES HORIZONTAL HEIGHT PROXIMITY THEORY STATE INVESTIGATIONS MODELS EFFECT FORCES INERTIA TESTS CYLINDERS DIAMETER EXPERIMENTS...

... 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...

...AS CROCKETT; J DUGDALE © Thomas Telford and ICE 1976 LOTHIAN REGIONAL COUNCIL EDINBURGH CORPORATION EDINGBURGH SCOTLAND FORTH UK DEVELOPMENT INVESTIGATIONS SYSTEMS STATE COLLECTION SEWERS SITES SLUDGE OPERATIONS WORKS SEWAGE DESIGN DISCHARGES OUTFALLS...