... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...

... ANALYSIS TESTS BEAMS DUPLEX LOADS EXPERIMENTS BENDING FINITE ELEMENTS COMPRESSIVE GFRP GLASS FIBRES REINFORCED SANDWICH FLANGES ACTION INDENTS FOAM SHUTTERING FAILURES FLEXURAL CRUSHING WEBS SHEAR BEHAVIOUR PREDICTION RIGIDITY CAPACITY REINFORCEMENT STRENGTH MATERIALS PREPREG...

...T J STRATFORD; C J BURGOYNE; SOUTHWELL © Thomas Telford and ICE 1999 CAMBRIDGE UNIVERSITY CONCRETE BEAMS LATERAL STABILITY LONG PRECAST BRIDGES BUCKLING FAILURES LIFTING DESIGN THEORY GIRDERS METHODS SLENDER Y BEAMS PRESTRESSED SUPPORTS FINITE ELEMENTS...

...K H NG; C A FAIRFIELD; A SIBBALD; LUSAS © Thomas Telford and ICE 1999 NAPIER UNIVERSITY BRIDGES ARCHES ANALYSIS MASONRY FINITE ELEMENTS METHODS ASSESSMENT LOADS CARRYING CAPACITY COLLAPSE DEFLECTION EXPERIMENTS STUDIES PARAMETRIC ELASTIC MODULUS STRENGTH COMPRESSIVE...

... DISTRIBUTION SUPPORTS STABILITY CALCULATIONS BRACING FRAMES STEEL BUILDINGS TALL TESTS LATERAL RESISTANCE INSTABILITY THREE DIMENSIONAL BUILDINGS BRACED BEHAVIOUR BENDING EIGHT STOREY BEAMS CROSS SECTIONS FINITE ELEMENTS CARDINGTON UK Full-height buckling of frameworks...

... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...

...C J BROWN; R KARUMA; V ASHKENAZI; G W ROBERTS; R A EVANS © Thomas Telford and ICE 1999 BRUNEL UNIVERSITY NOTTINGHAM UNIVERSITY HUMBER BRIDGE BOARD STRUCTURES MONITORING GPS GLOBAL POSITIONING SYSTEMS MODELS VALIDATION FINITE ELEMENTS BRIDGES HUMBER BRIDGE DEFLECTION...

... ANALYSIS STRUCTURES REHABILITATION FABRICATION MODELS MODELLING BEHAVIOUR FINITE ELEMENTS SIMULATION TESTS LOSS SURFACE RELIEF BLOCKS Theory and application of the hard inclusion techniques for the measurement of in situ stresses in prestressed concrete box-girder bridges M. J. Ryall, BSc...

... in ductility. The model with the weakest connecting beams had a ductility factor only marginally higher than that of the solid wall model. Prescribed displacement Finite-element mesh 240 kN/m Slit shear walls, connecting beam depth 100 mm 33. Three slit shear wall models with 100 mm deep connecting beams were...

... Introduction Considerable research effort is currently devoted to non-linear nite-element analysis of fracture and damage in concrete materials and structures. Finite-element studies of plastic collapse are less prominent, even though most reinforced concrete structures are designed to be ductile, and indeed...

...P BROUGHTON; M KNIGHT; J CAROLAN © Thomas Telford and ICE 1998 IMPERIAL COLLEGE PHILLIPS PETROLEUM KVAERNER EARL & WRIGHT STRUCTURES OFFSHORE JACKETS ENGINEERING FOLLOW ON EKOFISK DESIGN STEEL PILED FABRICATION CONTRACTORS PILES FINITE ELEMENTS ANALYSIS DEFORMED...

...M RAOOF; S ZHANG; EUROCODE 3 © Thomas Telford and ICE 1997 LOUGHBOROUGH UNIVERSITY HARBIN ARCHITECTURE & CIVIL ENGINEERING INSTITUTE CONCRETE REINFORCED BEAMS BEHAVIOUR STRUCTURAL PLATES BONDED BONDS LOADS YIELD ULTIMATE MODELS NON LINEAR FINITE ELEMENTS DESIGN...

... SYSTEMS ELEMENTS COMPUTERS PROGRAMS FINITE ELEMENTS STABILITY LOADS LATERAL LAMINAR CONTINUOUS PIERS COUPLING EFFECT BEAMS NON SYMMETRICAL Non-planar coupled shear walls in multistorey buildings K. Arvidsson, DrScEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 326 333 Paper...

.... The interaction between the structure and the surrounding fill is analysed in terms of the measured stress in the fill. A finite-element analysis of the structure is also described and comparisons are made with the measured stresses. The analysis produced similar trends in terms of load spread and stress...

...R P JOHNSON; J CAFOLLA; C BERNARD WARWICK UNIVERSITY BRIDGES GIRDERS PLATES WEBS CORRUGATED STEEL BOX COMPOSITE RESEARCH BUCKLING SPANS CONCRETE FLANGES DESIGN TESTS SHEAR TRANSFER STIFFNESS ELASTIC ANALYSIS FINITE ELEMENTS RESISTANCE ULTIMATE GLOBAL LOCAL...

...R P JOHNSON; J CAFOLLA © Thomas Telford and ICE 1997 WARWICK UNIVERSITY WEBS CORRUGATED PLATES BUCKLING FLANGES LOCAL STEEL COMPOSITE COMPRESSION FLEXURAL BEHAVIOUR SHAPE CORRUGATION COMPRESSED CLASSIFICATION SLENDERNESS FINITE ELEMENTS ANALYSIS TESTS LABORATORIES...

... technique to reinforced concrete. Furthermore, the presence of damping, which is often ignored in simple dynamic models, is also included here. Calibration of the proposed model to existing test results and sophisticated nonlinear finite-element methods illustrates excellent correlation. Notation b width...

... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...

...MEI XIN YE; M Y XIN; D A NETHERCOT; T Q LI; ABAQUS © Thomas Telford and ICE 1996 CHANGSHA RAILWAY UNIVERSITY NOTTINGHAM UNIVERSITY FRAMES COMPOSITE ANALYSIS NON LINEAR FINITE ELEMENTS TECHNIQUES METHODS PACKAGES BEHAVIOUR SEMI RIGID PARTIAL STRENGTH CONNECTIONS...

... MEXE COMPUTERS FINITE ELEMENTS STRESS DISPERSAL GEOMETRY COSTS INCREASES REHABILITATION FAIRFIELD AND PnNNTA FI condition is used to permit calculationosn different spans, rises, ring thicknesses, and fill depths. The results were correlated and presented in the nomographic form used today...