...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

... the ambit of CIRIA Report 1 0 4 on the design of retaining walls embedded in stiff clay.' In this Paper, the behaviour of in-situ walls propped at formation levelis discussed with reference to limit-equilibrium and finite-element analyses, and tocentrifuge model tests. It is shown that, for walls of deeper...

... 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...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON © Thomas Telford and ICE 1991 VALENCIA UNIVERSIDAD POLITECNICA ATHENS NATIONAL TECHNICAL UNIVERSITY IMPERIAL COLLEGE THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES...

...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...

... 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...

...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...

... COSTS SOLUTIONS STRESS FREEDOM FORCES STRUCTURAL FINITE ELEMENTS PROGRAMS TUNNELS CAR PARKS UNDERGROUND BEHAVIOUR BENDING MOMENTS EARTH PRESSURE PROPS SUPPORTS STRUCTURES INTERACTION SHEETPILES FRODINGHAM IMPERIAL COLLEGE © Thomas Telford and ICE 1990 Proc. lnstn Ciu...

...MMK LEE Proc. Instn Ciu.Engrs, Part 2,1990,89, June, 183-206 PAPER 9523 STERNGUGRCIONTUEEPRRAILNG Numerical study of plate girder webs withholes M. M. K. Lee, BSc(Eng),PhD, MIStructE, MICE* The analysisof 22 transversely-stiffened plate girder panels using the finite element method is reported...

...MA BRADFORD; BS 5950 © Thomas Telford and ICE 1990 NEW SOUTH WALES UNIVERSITY DESIGN BEAMS PARTIAL ENDS RESTRAINT FINITE ELEMENTS METHODS ANALYSIS ELASTIC DISTORTIONAL BUCKLING STUDIES STABILITY ISOLATED I SECTIONS SECTIONS THEORY MEMBERS GEOMETRY HOT ROLLED...

.... This proposes that shear failure is initiated by joint slip at precompression stresses below approximately 2 N/mm2, butthat at higher stress levels, shear failure is initiated by tensile failure within the mortar. Test and finite element analysis results are presented which are shown to support this failure...

...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...

...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...

...YC WANG; DA NETHERCOT © Thomas Telford and ICE 1989 SHEFFIELD UNIVERSITY ULTIMATE STRENGTH ANALYSIS THREE DIMENSIONAL BRACED I BEAMS BRACING STIFFNESS FORCES LOADS MEMBERS FINITE ELEMENTS PROGRAMS INITIAL DEFORMATION PLASTICITY EXPERIMENTS THEORY ELASTIC...

...AA DUMANOGLU; RT SEVERN SEISMIC RESPONSES SUSPENSION BRIDGES ASYNCHRONOUS LONGITUDINAL LATERAL GROUND MOTION FINITE SPEED TRAVEL EARTHQUAKES EFFECT LONG SPAN FLEXIBLE TOWERS INCLINED HANGERS BOX DECKS INPUT CALCULATIONS PLANAR FINITE ELEMENTS MODELS NODAL DEGREES...

... in conjunction with single bay infilled frames. Both non-integral and integral infilled frames are studied. The non-linear finite element method is employed for the analysis, taking into account thenon-linearity of materials, cracking in the panel, and separation/friction/slipand non-linear shearslip...

... subjected to concentrated loads is studied, using a finite element model to simulate wall behaviour. The finite element model is able to reproduce the non-linear deformation characteristics of the bricks and mortar as well as local failure in both bricks and joints. To allow the efficient modelling...

...S ALI; AW PAGE MASONRY NON LINEAR FINITE ELEMENTS ANALYSIS BEHAVIOUR CONCENTRATED METHODS MODELLING JOINTS BRICKS DEFORMATION MATERIALS MORTAR FAILURES TENSILE STRENGTH CRACKING PARTIAL LOADS NEWCASTLE UNIVERSITY NEW SOUTH WALES © Thomas Telford and ICE 1987 Proc...

... COMBUSTION STRESS FINITE ELEMENTS ANALYSIS DATA MINICOMPUTERS COMPUTERS POST WELD DIFFUSION NORTH SEA CONOCO HUTTON HUTTON Proc. Instn Ciu. Engrs, Part 1, 1987,82,Dec., 1187 9208STSRYUNCOTPUSIRSAL ENGGINROEEURPING Conoco Hutton tension leg platfor:mpost weld heat treatmentof column blocks...

...AN BEAL; BI MAISEL; AW BEEBY; HHA WONG © Thomas Telford and ICE 1987 COLUMNS DESIGN BEHAVIOUR ANALYSIS BUCKLING CONCRETE METHODS PIN ENDED REINFORCED STANDARDS MOMENTS LOADS FINITE ELEMENTS NON LINEAR COMPUTERS PROGRAMS CODES PRACTICE THEORY GRAPHICAL Proc. Instn Civ...