... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

..., two unconventional features were incorporated. The first is the porfovision additional transverse bars intendedto inhibit local bucklingat large displacements, andto increase the interaction between the two materials. The second is a reduced pitch for confining stirrups in the potential plastic hinge...

...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...

...MMK LEE © Thomas Telford and ICE 1990 UNIVERSITY COLLEGE SWANSEA NUMERICAL STUDIES PLATES GIRDERS WEBS HOLES ANALYSIS TRANSVERSE STIFFNESS PANELS FINITE ELEMENTS METHODS BENDING SHEARING LOADS ULTIMATE STRENGTH STRESS FIELDS COLLAPSE THEORY TENSION SHEAR...

...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...

...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...

... INSPECTION LOADS TRANSVERSE SALT BEHAVIOUR BEAMS MAINTENANCE TESTS BRIDGES POST TENSIONED DESIGN SEGMENTAL TENSION PRESTRESSED PRESTRESS CORROSION DECKS CRACKS TEMPERATURE FAILURES PRECAST INVESTIGATIONS JOINTS STRESS ROADS DEICING STEEL VEHICLES WIRE EFFECT YNYS Y GWAS...

...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...

... in the distribution flumes. 4. The present Technical Note describes detailed experimentosn one 90" bend and two 180" bends of various radii. Peripheral velocity distributions and water depthswereobtained for various bed superelevations.Usingthese results, a method was developed for obtaining transverse bed...

...N RAJARATNAM; S SOLANKI; BOUSSINESQ; RICHARDSON ALBERTA UNIVERSITY EDMONTON CIRCULAR TURBULENT WALLS JETS EXPERIMENTS STUDIES PHOTOGRAPHIC GROWTH THREE DIMENSIONAL OPENINGS SMOOTH BOUNDARIES IMMERSED FLUIDS TANKS MIXING MOMENTUM BUOYANCY TRANSVERSE VERTICAL LINEAR...

... ROADS INTERNAL INSPECTION DESIGN BEHAVIOUR MATERIALS SLEEVES TENDONS CORROSION DUCTS TRANSVERSE LONGITUDINAL PROGRESSIVE CHLORIDE YNYS Y GWAS GLAMORGAN WALES UK Proc. Instn Civ. Engrs, Part 1,1988,84A,ug., 635-669 9357 ENGINEESTRRINUGCTURAL GROUP Collapse of Ynys-y-Gwas...

...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...

...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...

...-linear behaviour of orthotropic plates subject to transverse loading is investigated in this Paper using higher-order finite elements. The formulation procedure for elements with up to 25 nodes is established and derivation of the flexural and tangential stiffness matrix based on the classical von Karman...

... SHEAR FORCES DISTRIBUTION TESTS THICKNESS TRANSVERSE DATA BENDING STRESS RATIOS ELASTIC CRACKING Proc. lnstn Ciu.Engrs, Part 2,1986,81, June, 297-299 DISCUSSIOOPNANP8E9RS0T0RUCTURAENLGINEERINGGROUP Elastic analysisand experimental behaviourto collapse of a1:12 scale prestressed concrete...

... RESPONSES POWER DISSIPATION STILLING POOLS LEVELS PRELIMINARY EXCITATION TRANSVERSE WATER INTERNAL MASS ROTATIONAL WAVES RATIOS VALUE PRESSURE TURBULENT SCHELDT ANTWERP BELGIUM Proc. Instn Ciu. Engrs, Part 2, 1985,79, Sept., 483-509 8901 PAPER ENGINEERING GROUP Progressive...

... longitudinally and with ordinary reinforcement in the transverse direction. On this basis, the current approach to punching in ordinary flat slabs is extended to cover the case of prestressed slab bridges. The extension is also shown to be applicable to slabs prestressed in two directions. The approach...

...JM GREGORY; GH SOWDEN; ID WALSH; RG MOZLEY; A BULLETT; MF MAGGS; AE BURKS; P WILTSHIRE © Thomas Telford and ICE 1985 REINFORCED CONCRETE PAVEMENTS PERFORMANCE SPACING CLASSIFICATION AIRFIELDS COSTS RUNWAYS MAINTENANCE TRANSVERSE STEEL CONTINUOUS REINFORCEMENT CONSTRUCTION...

...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...