Boonliang Viriyaroj creator Usami, Tsutomu Chairperson Loo, Yew-Chaye Examination Committee Wireland, Martin Examination Committee German Academic Exchange Service (DAAD) text th Bangkok Asian Institute of Technology 1983 monographic eng

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vii, 62 p. A finite element formulation in the update d Lagrangian approach is presented for inelastic large is placement analysis of steel frames of thin- walled open cross- section steel frames . A straight beam element with two nodes which contains seven kinematic degrees-of-freedom per node is considered in the analysis. The von Mises's yield criterion and Prandtl-Reuss's stress-strain relationship are employed in the inelastic range. Numerical examples are presented and compared with some available 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 Structural frames Mathematical models Asian Institute of Technology. http://203.159.5.9/ait-thesis/detail.php?q=B21009 http://203.159.5.9/ait-thesis/detail.php?q=B21009 040898 20260818143131.0