...J RHODES © Thomas Telford and ICE 1981 STRATHCLYDE UNIVERSITY APPROXIMATE PLATES UNIAXIAL METHODS ENDS MICROCOMPUTERS ACCURACY LOCALISATION LONG STRESS EQUATIONS PERFECT POST YIELD EDGES BUCKLING PREDICTION BEHAVIOUR LOADS EFFECTIVE SHORTENING DISPLACEMENT LINEAR...

... EXPRESSION INITIAL POST YIELD COEFFICIENTS MATRICES MATRIX TESTS JOINTS SUBASSEMBLAGES SPECIMENS ROSETTES YIELD BEAMS BEHAVIOUR INTERSECTIONS TUBES STEEL PREDICTION ELASTIC RANGE PLASTIC FRAMES INVESTIGATIONS INTERIOR WELDED STRAIN WEBS LEVELS STIFFNESS Proc. lnstn Cio.Engrs...

.... The method is-capable of calculatingthenonlinear post-yield behaviour of bridge decks from zeroload to collapse. The three bridge decks analysed using a simplified highway loading show that there arelvarying degrees of reserve strength available in such decks and these can be calculated using the method...

...M S GREGORY; EULER TASMANIA UNIVERSITY FRAMED STRUCTURES INSTABILITY PROBLEMS FRAMES ELASTIC LOADS IMPERFECTIONS DEFORMATION POST YIELD NUMERICAL TECHNIQUES DIGITAL COMPUTERS PROGRAMS BUCKLING STIFFNESS MATRICES MATRIX METHODS DEFORMATION COLUMNS PIN ENDED DESIGN...

... BOUNDS PLASTICITY EQUILIBRIUM CALCULATIONS POST YIELD BEHAVIOUR Paper No. 6593 A DESIGNMETHOD FOR G-GES bY John Henderson Percy, B.E., Ph.D., Grad.1.C.E. ResearchEngineer,MassachusettsInstitute of Technology, U.S.A. Formerly Senior Lecturer in Civil Engineering, Universityof Auckland, New Zealand...