02312nam a2200397 4500 20260818145230.0 040898 th eng .b10396603 AIT Thesis no.ST-83-17 Chom Tantitamtaworn Large displacement analysis of stiffened columns with local buckling Bangkok : Asian Institute of Technology, 1983 vii, 43 p. Thesis ; no. ST-83-17 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 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. Column Testing Buckling (Mechanics) Usami, Tsutomu, Chairperson Wireland, Martin, Examination Committee Worsak Kanok-Nukulchai, Examination Committee The Government of Japan, Examination Committee Asian Institute of Technology. Thesis ; no. ST-83-17 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B21006 .b10396603 mnait s 240725 2 951012 m a s 0 mnait mnarc 22 40 Barcode : 30050120689111 CREATED : 2014-04-29 RECORD # : i12792937 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050160013149 CREATED : 2016-04-04 RECORD # : i12923552 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 68424 68424 0 0 0 0 MAIN MAIN mnait 2026-08-18 50.00 0 AIT Thesis no.ST-83-17 30050120689111 2026-08-18 14:52:30 3 2026-08-18 22 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no.ST-83-17 30050160013149 2026-08-18 14:52:30 1 2026-08-18 40