Chom Tantitamtaworn creator Usami, Tsutomu Chairperson Wireland, Martin Examination Committee Worsak Kanok-Nukulchai Examination Committee The Government of Japan Examination Committee text th Bangkok Asian Institute of Technology 1983 monographic eng

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vii, 43 p. A finite element formulation, based on an incremental method, is presented to predict the load-deformation characteristics of locally buckled steel columns. A stiffened column is regarded as an assemblage of a number of T-section elements and plate elements of which the local buckling length is fixed by transverse diaphragms. The effect of local buckling is taken into account by using an appropriate average stress-strain curve. several numerical examples are presented and compared with some available theoretical and experimental results. Good agreement is observed within the elastic range. A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1983 Column Testing Buckling (Mechanics) Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B21006 http://203.159.5.9/ait-thesis/detail.php?q=B21006 040898 20260818145230.0