Santoso, Hasan (2000) A Rational Buckling Model for Through Girders. Civil Engineering Dimension, Vol. 2 (No. 1). pp. 37-42. ISSN 1410-9530
![[img]](https://repository.petra.ac.id/style/images/fileicons/application_pdf.png) | PDF Download (247Kb) | |
| PDF Download (1881Kb) | |
| PDF (cek plagiasi) Download (1881Kb) | Preview | |
| PDF (peerreview) Download (984Kb) | Preview |
Official URL: http://ced.petra.ac.id/index.php/civ/article/view/...
Abstract
Buckling of a through girder generally is predicted by the so called U-frame approach which treats the compressed top flanges as compression members restrained elastically by the web stiffness. This study used a line-type finite element analysis to examine buckling behavior of through girders, both a single span girder and a continuous girder. The elastic buckling loads were plotted for a range of span to height ratio.
| Item Type: | Article |
|---|---|
| Uncontrolled Keywords: | U-frame, through girder, distortional buckling |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering Department |
| Depositing User: | Admin |
| Date Deposited: | 22 Sep 2020 01:41 |
| Last Modified: | 04 Feb 2021 13:26 |
| URI: | https://repository.petra.ac.id/id/eprint/18874 |
Actions (login required)
| View Item |
