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| 008 | 040898 th eng | ||
| 035 | _a.b10358456 | ||
| 099 | 9 | _aAIT Thesis no. ST-83-20 | |
| 100 | 0 | _aBoonliang Viriyaroj | |
| 245 | 1 | 0 | _aInelastic large displacement analysis of thin-walled steel frames |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1983 |
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| 300 | _avii, 62 p. | ||
| 490 | 1 |
_aThesis ; _vno. ST-83-20 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1983 | ||
| 520 | _aA 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. | ||
| 650 | 0 |
_aStructural frames _xMathematical models |
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| 700 | 1 |
_aUsami, Tsutomu, _eChairperson |
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| 700 | 1 |
_aLoo, Yew-Chaye, _eExamination Committee |
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| 700 | 1 |
_aWireland, Martin, _eExamination Committee |
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| 710 | 2 | _aGerman Academic Exchange Service (DAAD) | |
| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. ST-83-20 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B21009 |
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