...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...

...J S SHIPWAY; SIR T BOUCH; B BAKER; SIR J FOWLER © Thomas Telford and ICE 1990 ROBERT H CUTHBERTSON RAILWAYS BRIDGES DESIGN HISTORY CANTILEVER SUPERSTRUCTURES EVOLUTION STRESS MATERIALS METHODS CALCULATIONS SUSPENSION STIFFENED CONTINUOUS GIRDERS FORCES TIES STRUTS...

...K N RAHAL; J E HARDING; B RICHMOND; BS 5400 © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS LOADS FORMULATION ANALYTICAL CLAUSES FIELD INTERMEDIATE STIFFENED SHEAR STIFFENERS NUMERICAL MODELS STANDARDS METHODS FORCES LINEAR GIRDERS LOADS DESIGN...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

...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...

...B F RONALDS © Thomas Telford and ICE 1989 TORSIONAL TRIPPING STIFFENERS DESIGN METHODS COMPRESSION DEFLECTION COLLAPSE DATA OUTSTANDS IMPERFECTIONS BUCKLING SLENDER STEEL PLATES LOADS LOCAL ANALYSIS ROTATIONAL INTERACTION FINITE ELEMENTS GEOMETRY BEHAVIOUR STRENGTH...

...HC CHAN; JS KUANG © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY BEAMS DEEP SINGLE TWIN SHEAR WALLS RATIONAL COUPLING METHODS ANALYSIS EFFECT STIFFENED FLEXIBLE RIGID FOUNDATIONS STRUCTURES CONTINUUM HEIGHT STRUCTURAL BEHAVIOUR COUPLED INSTALLATION FORCES...

...HR EVANS; S MOUSSEF © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE CARDIFF. DESIGN AIDS PLATES GIRDERS TESTS STRENGTH TRANSVERSE LONGITUDINAL STIFFENED SHEAR LOADS BENDING TENSION CAPACITY DATABASES PREDICTION CODES PRACTICE Proc. Instn Ciu. Engrs, Part 2...

...TOS ODUYEMI; LA CLARK TENSION STIFFENED SLABS CONCRETE STIFFNESS LONGITUDINAL SECTIONS VOIDS LOADS ANALYSIS CRACKS DESIGN STRAIN SOLIDS STRIP STEEL EXPERIMENTS MATERIALS BIRMINGHAM UNIVERSITY © Thomas Telford and ICE 1987 Proc. lnstn Cio.Engrs, Part 2,1987,83, Dec...

...BF RONALDS; PJ DOWLING © Thomas Telford and ICE 1987 IMPERIAL COLLEGE LONDON STEEL CYLINDRICAL SHELLS STIFFENED IMPACT LATERAL DENTING TENSION LEG OFFSHORE RIGS OIL CYLINDERS PLATFORMS DAMAGE COLUMNS ACCIDENTS LOADS TESTS CIRCULAR RESISTANCE ENERGY ABSORPTION...

... analyses have to be carried out: one, which involves the inclusion of the stiffening effect of concrete between the cracks (thermal stiffening), to determine self-equilibrating stresses away from cracks and the free thermal curvature; and one, which ignores thermal stiffening,to determine the self...

...R SEN; BS 5400 © Thomas Telford and ICE 1986 SOUTH FLORIDA UNIVERSITY TAMPA CODES PRACTICE STRENGTH DESIGN ULTIMATE STEEL BRIDGES EVALUATION FAILURES RULES PLATES TRANSVERSE STIFFENED LOADS TESTS PROPORTIONS RATIOS ASPECT WEBS SLENDERNESS PRACTICAL STUDIES...

...R HORNE; WR GRAYSON; PA CAMPBELL © Thomas Telford and ICE 1984 ROYAL MELBOURNE INSTITUTE OF TECHNOLOGY ULTIMATE LOADS BEHAVIOUR STIFFENED WEBS PANELS STRESS COMBINED YIELD ROLLED SECTIONS SHEET PANELS Proc. lnstn Civ. Enyrs, Part 2, 1984,11,Sept.,407 DISCUSSION...

...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...

...MR HORNE; WR GRAYSON; BS 5400 © Thomas Telford and ICE 1983 MANCHESTER UNIVERSITY JOHN CONNELL ULTIMATE LOADS BEHAVIOUR LONGITUDINAL PANELS WEBS STIFFENED SHEAR STRESS INTERACTION SUBPANELS GIRDERS GEOMETRY PLATES TESTS RIGS COMBINED AXIAL COMPRESSION TRANSVERSE...

...-linear elasto-plastic behaviour of laterally loaded stiffened coupled shear walls. It is assumed that plastic hinges form at the ends of the coupling beams, and equivalent continuous connecting medium, when the end moments reach their ultimate values. A simplified technique for determining the limits...

... STIFFENED INTERACTION PANELS SHEAR CONNECTIONS SLABS LIGHT STEEL TOP FLANGES ULTIMATE STRENGTH DESIGN METHODS BRIDGES CODES PREDICTION VIADUCTS RESISTANCE LONGITUDINAL STIFFENED SLENDERNESS RATIOS AXIAL ANCHORAGES RESEARCH COMBINED BENDING THEORY SPECIMENS LOADS TRANSVERSE...

...JE HARDING © Thomas Telford and ICE 1981 IMPERIAL COLLEGE RING AXIAL LOADS CYLINDRICAL OFFSHORE DEFLECTION PROGRAMS UNLOADING TENSION BENDING PRESENT PRACTICE TESTS TUBULAR PREDICTION MODES IMPERFECTIONS LENGTH STIFFENED EXTERNAL BEHAVIOUR GEOMETRY OIL...

...CP ELLINAS; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON BUCKLING CYLINDERS LOADS ELASTIC BENDING GEOMETRY SHELLS MATERIALS PARAMETRIC ECCENTRICITY BEHAVIOUR RING STIFFNESS LOWER BOUNDS SKIN TRANSITION EFFICIENCY STUDIES STRUCTURAL STIFFENED...

...CP ELLINAS; RC BATISTA; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON RIO DE JANIERO FEDERALE UNIVERSIDADE OVERALL STIFFENED LOWER BOUNDS ELASTIC COMPONENTS POST BUCKLING REDUCTION INCREMENTAL EXPERIMENTAL TRIGGERING ISOTROPIC DESIGN EFFICIENCY POST...