... capacities. Research on these subjects is reported, based on non-linear numerical analyses, test data, and parametric studies. It is compared with extensive work done in France, and rteoladteesdign rules given in recent Britishand draft European codes ofpractice. Notation A cross-sectional area b breadth d...

... the user s point of view, it lacks clarity and practicability. Some experimental observations-made recently by, for example, Dawe and SeahZ0cannot be accommodated convincingly in the Authors approach. I feel that a non-linear finite-element procedure, with suitable constitutive models and proper interface...

...R J BRIDLE; T G HUGHES; M J BLACKLER; P C DAS; W J HARVEY; E MARKLAND; F W SMITH; CASTIGLIANO © Thomas Telford and ICE 1991 ENERGY METHODS ARCHES BRIDGES ANALYSIS ELASTIC NON LINEAR MASONRY BEHAVIOUR DEAD LOADS COLLAPSE COMPUTERS TENSILE STRESS STRENGTH MECHANISMS...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE PROBLEMS GENERALITY PARAMETERS DESIGN PRACTICAL TOOLS ANALYSIS UNIAXIAL CYLINDERS COMPRESSIVE STRENGTH MIX MODELLING COMPONENTS PLAIN PRISMS...

...A S ELNASHAI; P J DOWLING © Thomas Telford and ICE 1991 IMPERIAL COLLEGE STRENGTH COMPOSITE TUBULAR CONNECTIONS PROBLEMS ANALYTICAL MODELLING CONNECTIONS PILES SLEEVES ASSEMBLY STEEL JACKETS OFFSHORE PLATFORMS NON LINEAR CONSTITUTIVE MODELS GROUTS BEARING...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

...M Z COHN; Z LOUNIS; BS 8110 © Thomas Telford and ICE 1991 WATERLOO UNIVERSITY DEFLECTION CONTROL NON LINEAR DESIGN CONTINUOUS CONCRETE BEAMS SIMPLIFIED METHODS LIMIT STATE LIMIT EQUILIBRIUM LOWER BOUNDS COLLAPSE LOADS FACTORS PLASTIC HINGES MOMENTS ELASTIC...

...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...

... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

...). Boundary nodes for the subsequent cable net form finding, e.g. B, are then automatically located on asystem line on specificationof a single ordinate. On completion of the net form finding by non-linear relaxation, the spatial co-ordinatesof any node N areknown. The memberlengths...

...J P DAVIS; COULOMB Proc. Znstn Civ. Engrs, Part 2, 1990, 89, Sept., 317-340 PAPER 9438 GENRGOIUNPEENEERRINGGY Wave energy absorption by the Bristol Cylinder-linear and non-linear effects J. P. DAVIS, BSc, PhD* A previous paper described a scheme for the full-scale engineering of the Bristol...

...H SUCUOGLU; JV BARTLETT MOTT MACDONALD NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING TUNNELLING Proc. Instn Civ.Engrs, Part 2,1990,89, June, 313-314 DISCUSSION ON PAPEPR93S3T7RUCTURAELNGINEERINGGROUP Non-linear analysis of tunnel linings under longitudinal bending H...

...K N RAHAL; J E HARDING Proc. lnstnCio. Enyrs, Part 2,1990,89, Mar., 47-65 PAPER 9483 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjected to shear loading-part 1:behaviour K.N. RAHAL, PhD* J. E. HARDING, PhD, DIC, MICE, FStructE* This Paper uses fully non-linear numerical...

...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...

...M RAOOF; R E HOBBS © Thomas Telford and ICE 1989 TORSIONAL STRANDS PREDICTION THEORY CYCLIC NO SLIP AXIAL STIFFNESS SPIRAL TWIST MODELS LOADS FULL SLIP APPLIED HYSTERESIS NON LINEAR LAYERS DATA PERTURBATION MODULUS TORQUE SOUTH BANK POLYTECHNIC Proc. lnstn Civ...

...H SUCUOGLU MIDDLE EAST TECHNICAL UNIVERSITY ANKARA NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING FLEXURE INDUCED DEFORMATION STRESS SETTLEMENT SURVEYS RECORDS CAPACITY JOINTS SEPARATION REGIONS HIGH BOLTS PRETENSIONED LOCAL TRANSVERSE FLANGES MODELS...

...MS WILLIAMS; P WALDRON; ANSYS © Thomas Telford and ICE 1989 OXFORD UNIVERSITY BRISTOL UNIVERSITY MOVEMENT UNBONDED POST TENSIONED TENDONS DEMOLITION CUTTING CONCRETE STRUCTURES LABORATORIES TESTS AXIAL LOADS TENSILE DEVELOPMENT NON LINEAR FINITE ELEMENTS MODELS...

... in the nodal flow continuity equations in order to obtain a realistic assessment of the effectof pressure control on leakage losses. The excess pressure minimization problem is formulated with a linear objective function and a non-linear set of constraints,on account of the non-linearity of the nodal flow...

... Telford and ICE 1989 NORTH SEA LEMAN FIELD OFFSHORE PLATFORMS DESIGN JACKETS COSTS ITERATION COMPUTERS PROGRAMS INTERACTIVE WAVES TOPSIDE INSTALLATION PROJECTS PILES FABRICATION ABANDONMENT LINEAR NON LINEAR VESSELS SHIPS IMPACT TRAINING GRADUATES ANALYSIS MODELS...

... BIFURCATION BUCKLING BRACES AXIAL BEAMS FLANGES TORSIONAL RESTRAINT DISTRIBUTION MULTIPLE SENSITIVITY FLEXIBLE ENDS NON LINEAR BENDING TORSION LOADS SHEAR DEFLECTION Proc. Instn Ciu. Engrs, Part 2,1989,87, Mar., 87-1 12 PAPER 9410 STERNUGCINTEUERRAILNG GROUP Ultimate strength analysis...