| Author | Boonliang Viriyaroj |
| Call Number | AIT Thesis no. ST-83-20 |
| Subject(s) | Structural frames--Mathematical models
|
| Note | A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology |
| Publisher | Asian Institute of Technology |
| Abstract | 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. |
| Year | 1983 |
| Type | Thesis |
| School | School of Engineering and Technology |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
| Chairperson(s) | Usami, Tsutomu
|
| Examination Committee(s) | Loo, Yew-Chaye ; Wireland, Martin
|
| Scholarship Donor(s) | German Academic Exchange Service (DAAD) |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1983 |