AN EULERIAN APPROACH TO THE LARGE DISPLACEMENT ANALYSIS OF THIN-WALLED FRAMES.

Keywords: IMPERIAL COLLEGE, FRAMES, THIN WALLED, DISPLACEMENT, ANALYSIS, LARGE, EULERIAN, APPROACHES, METHODS, NON LINEAR, FINITE ELEMENTS, FORMULATION, MODELLING, PREDICTION, STRUCTURAL, RESPONSES, ELEMENTS, KINEMATICS, FORCES, WARPING, DEFORMATION, GLOBAL, TANGENTS, STIFFNESS, FREEDOM, BEAMS, I BEAMS, C BEAMS, L FRAMES, BUCKLING, PORTAL, CONVECTED