...ESAR NASR; A D EDWARDS © Thomas Telford and ICE 1991 CAIRO AIN SHAMS UNIVERSITY HERIOT WATT UNIVERSITY LIMIT ANALYSIS LIMITS ANALYSIS LATERAL BUCKLING SLENDER CONCRETE BEAMS INCREMENTAL COMBINED BENDING TORSION STRESS RESULTANTS LOADS GEOMETRIC IMPERFECT LINEAR...

... the elasto-plastic behaviour must be examined to obtain a complete knowledge of thestrengthand stiffness characteristics.The effects of imperfections arealso very important and require careful consideration. 3. The resultingcomplexity of the problems precludes rigorous analysis by any means other than large...

... FINITE ELEMENTS ELASTIC MODIFIED YIELD RESULTANTS SIMPLE SIZE ALGORITHMS COMPRESSION GIRDERS EXPERIMENTS MATERIALS PROBLEMS CONVERGENCE GEOMETRY ANALYSIS SHELLS IMPERFECT ELASTOPLASTIC REGIMES FUNCTIONS PLASTIC PROCEDURE DEFLECTION CYLINDRICAL COLLAPSE DIAPHRAGM COMPUTERS...

...JE HARDING © Thomas Telford and ICE 1978 IMPERIAL COLLEGE DET NORSKE VERITAS FINITE DIFFERENCE ANALYSIS LARGE THIN EXTERNAL SHELLS METHODS SOLUTIONS RELAXATION RESPONSES VARIATIONS INVESTIGATIONS STRESS FAILURES MESHES IMPERFECTIONS LONGITUDINAL FORMULATION...

...JE HARDING; TK CHAPLIN; RE HOBBS; GH LITTLE; BG NEAL © Thomas Telford and ICE 1977 BIRMINGHAM UNIVERSITY ELASTOPLASTIC SQUARE IN PLANE EQUATIONS DYNAMICS PROGRAMS ANALYSIS PLATES SOLUTIONS FINITE DIFFERENCE RELAXATION EQUILIBRIUM IMPERFECT LOADS SIMULTANEOUS METHODS...

... METHODS DYNAMICS CURVES THEORY AXIAL HARDENING IMPERFECTIONS STRESS ELASTIC BOUNDARIES ALGORITHMS IMPERFECT LOADS FORMULATION RECTANGULAR CALCULATIONS GOVERNING INCREMENTAL RELAXATION RESPONSES STEEL SHEAR MAGNITUDE UNIAXIAL RESIDUAL BEHAVIOUR COMPRESSION CONDITIONS SLENDERNESS...

...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...

...DA NETHERCOT; PERRY; A ROBERTSON 7685 Imperfections and the design of steel beams D. A. NETHERCOT, BSC, PhD* The various classesof imperfection presentin steel beams are identified. Theoretical methods ofdealingwithimperfectbeams are indicated and the calibration of the resulting design curves...