... sufficient stiffness virtually to eliminate movement of the braced section. Notation bracing reaction at failure F individual bracing reactions at failure major axis rigidity of the column minor axis rigidity of the column beam length column length cross-sectional plastic moment capacity about minor axis...

...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...

... THEORY METHODS DESIGN RESIDUAL BOUNDARIES CONDITIONS NUMERICAL COLLAPSE ANALYSIS LOWER BOUNDS PREDICTION PLASTICITY ELASTIC TOLERANCES IMPERFECTIONS Proc. InstnCiu. Engrs, Part 2, 1983,75,June, 333-342 DISCUSSION ON PAPER 8558 Elasto-plastic buckling of pressure and axial loaded...

...JGA CROLL © Thomas Telford and ICE 1982 UNIVERSITY COLLEGE LONDON ELASTOPLASTIC BUCKLING PRESSURE AXIAL LOADS CYLINDERS ELASTIC LOWER BOUNDS PREDICTION MATERIALS YIELD PLASTICITY TESTS DESIGN METHODS PROCEDURE SAFETY PLASTIC COLLAPSE ASYMMETRIC DEFORMATION...

... REINFORCEMENT CONSTRUCTION INSTRUMENTATION PLASTICITY COMBINED MODIFICATION STANDARDS MECHANISMS REINFORCED DEFORMATION FORCES E Proc. InstnCiv.Engrs, Part 2,1982,73, June, 255276 Tension-field action in composite plate girders R. W. ALLISON, BSc, PhD* R. P. JOHNSON, MA, FEE, FlStructEt I. M. MAY...

... CALIBRATION CURVES TECHNIQUES LOADS PLASTICITY INTERNAL FRACTURE © Thomas Telford and ICE 1982 Proc. Instn Ciu.Engrs, Part 2,1982.73, Mar., 249-252 8442 DISCUSSION Concrete strength determinationby pull-out tests on wedge-anchor bolts J. H. BUNGEY Dr M.W. Braestrup, Technical Universityof...

...A COULL; SY TAWFIK © Thomas Telford and ICE 1981 GLASGOW UNIVERSITY ELASTOPLASTIC STRUCTURES METHODS SHEAR BRACED FLOORS HINGES ROTATION PLASTICITY ULTIMATE DUCTILITY STOREYS EVALUATION LIMITATION ANALYSIS TORSION BEHAVIOUR OPEN BEAMS LEVELS BILINEAR PROCESS...

... BOUNDARIES STRAIN POTENTIAL PROCEDURE ECCENTRIC PLASTIC RINGS COMPRESSION SHELLS TESTS STIFFENERS PATTERNS ANALYSIS LOADS FINITE ELEMENTS EFFECT PARAMETERS BEHAVIOUR FORMATION ENERGY PERFECT EXPERIMENTS COLLAPSE STIFFENED STEEL OFFSHORE FAILURES ENDS AXISYMMETRIC IMPERFECTIONS...

... RATIOS INITIAL TECHNIQUES EQUILIBRIUM BOUNDARIES FAILURES ELASTOPLASTIC STIFFENED FORMULATION LATERAL COMBINED T SECTIONS SECTIONS RECTANGULAR GEOMETRY EQUATIONS DYNAMICS PLASTICITY FULL PANELS RIGIDITY DEFORMATION PREDICTION DISPLACEMENT CONDITIONS MO IMPERIAL COLLEGE...

...PA FRIEZE; ILYUSHIN; CJ BURGOYNE; GV IVANOV © Thomas Telford and ICE 1979 IMPERIAL COLLEGE ELASTOPLASTIC BEAMS APPROXIMATE PLANE LAYERS METHODS SOLUTIONS BUCKLING COLUMNS YIELD FUNCTIONS PLASTICITY EQUATIONS EXACT MULTILAYER SHORT THIN WALLED SURFACE TESTS...

...SIR A PUGSLEY; LAMB; A PUGSLEY; J FORREST BRISTOL UNIVERSITY STATICS MATHEMATICS PLASTICITY BRIDGES PROBABILITY ENGINEERS APPLIED FRICTION BUCKLING CRACKS DEVELOPMENT FRAMES SUSPENSION AERO ELASTICITY © Thomas Telford and ICE 1979 Proc. lnstn Ciu. Etlgrs, Part 1, 1973...

...GJ TURVEY © Thomas Telford and ICE 1979 LANCASTER UNIVERSITY AXISYMMETRIC CIRCULAR REGIMES EQUATIONS LOADS DYNAMICS PROGRAMS EXPERIMENTAL ACCURACY SIMPLE MILD YIELD STUDIES EQUATIONS CONDITIONS COMPATIBILITY PLASTICITY SERVICEABILITY ELASTOPLASTIC PLATES...

...RH WOOD; PAC SIMS; RJ MAINSTONE; DGE SMITH; BRE © Thomas Telford and ICE 1979 BRE BUILDING RESEARCH ESTABLISHMENT SCOTT WILSON KIRKPATRICK FILL PLASTICITY COLLAPSE SHEAR FRAMES TESTS STRENGTH INFILL MODELS HINGES METHODS REINFORCED SPECIMENS STRUTS COMPOSITE...

...-dimensional expression to determine F height of panel plastic moment of beam plastic moment of column beam end momentif not plastic non-dimensional ratio for frame/wall strength ratio of shear strain/direct strain,as specified thickness of wall horizontal and vertical displacements within wall partial safety...

... VALUES PLASTICITY ACCESS CONSTRUCTION TOWERS GEOMETRY COLUMNS FORMULAE TUBULAR ASSEMBLY CALCULATIONS ELASTIC COUPLERS FINITE TUBES TALL PREDICTION APPROXIMATION SCAFFOLDING LENGTH FAILURES ITALY UK Proc. Insrn Civ. Engrs, Part 2, 1977. 63,June, 31 1-329 8023 The collapse...

...MA CRISFIELD; TRRL © Thomas Telford and ICE 1975 TRRL TRANSPORT AND ROAD RESEARCH LABORATORY FULL RANGE PLATES UNIAXIAL FORMULATION THIN LOADS IMPERFECT SIMPLE COMPRESSION IMPERFECTIONS STIFF PLASTICITY COLUMNS ANALYSIS STIFFENED COMPRESSION DEFLECTION MILD METHODS...

..., such as plasticity index, liquid limit, grading and GBR, of the natural materials used for surfacing. In 5 21 he mentions that soils of finer grading were mixed with the concretionary gravels. Perhaps he could also give the properties of the mixture. 70. Of particular interest is the traffic for which the roads have...

...AW WEGMULLER; MA CRISFIELD; TRRL © Thomas Telford and ICE 1975 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL PLATES CLAMPED ELEMENTS PLASTIC FINITE ELEMENTS PLASTICITY LAYERED LAYERS ANALYSIS DEFLECTION METHODS ELASTIC Proc. Instn Civ. Engrs, Part 2, 1975,59, Mar...

...AA AGLAN; RG REDWOOD © Thomas Telford and ICE 1974 MCGILL UNIVERSITY MONTREAL WEBS CASTELLATED CARRYING MOMENTS LOADS FAILURES FINITE DIFFERENCE STRESS MATERIALS HARDENING PLASTICITY PROPERTIES AIDS BUCKLING POSTS CAPACITY SHEARING STRAIN INSTABILITY YIELD BEAMS...

...F SAWKO; A M B WILSE; BS 968 AUTOMATIC ANALYSIS STRAIN HARDENING STRUCTURES STEEL STANDARDS ELASTOPLASTIC PROCEDURE PLASTICITY DEVELOPMENT MODELS COMPUTERS PROGRAMS PITCHED ROOFS PORTAL MULTI STOREY FRAMES ANALYTICAL INVESTIGATIONS HIGH YIELD STRESS MECHANISMS HINGES...