AI SearchInelastic large displacement analysis of thin-walled steel frames
Boonliang Viriyaroj
Inelastic large displacement analysis of thin-walled steel frames - Bangkok : Asian Institute of Technology, 1983 - vii, 62 p. - Thesis ; no. ST-83-20 . - Asian Institute of Technology. Thesis ; no. ST-83-20 .
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 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.
Structural frames--Mathematical models
Inelastic large displacement analysis of thin-walled steel frames - Bangkok : Asian Institute of Technology, 1983 - vii, 62 p. - Thesis ; no. ST-83-20 . - Asian Institute of Technology. Thesis ; no. ST-83-20 .
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 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.
Structural frames--Mathematical models