Preliminary research on effective length of concrete filled steel tubular columns in sway frame | |
Shi, Yanli1,2; Wang, Feng1; Wang, Wenda1,2 | |
2012 | |
会议日期 | March 9, 2012 - March 11, 2012 |
会议地点 | Hangzhou, China |
关键词 | Building materials Civil engineering Finite element method Strength of materials Structural frames Concrete-filled steel tubes Effective length factor Finite element method (FEM) Frame columns Linear buckling analysis Non-linear buckling analysis Sway frames |
卷号 | 446-449 |
DOI | 10.4028/www.scientific.net/AMR.446-449.318 |
页码 | 318-321 |
英文摘要 | The effective length of concrete filled steel tubular (CFST)frame columns is a key parameter to determine its ultimate strength for engineering design. There was no special design code, so engineers usually got the values according with specification for steel structure. This may cause error in some degree. Based on liner and non-linear buckling analysis respectively, the overall stability of a typical planar composite frame with CFST columns and steel beams was performed in this paper. By comparing the results of finite element method with current approach, some primary conclusions were given to refer for engineering practice on the composite frames. © (2012) Trans Tech Publications, Switzerland. |
会议录 | Advanced Materials Research |
会议录出版者 | Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany |
语种 | 英语 |
ISSN号 | 10226680 |
内容类型 | 会议论文 |
源URL | [http://ir.lut.edu.cn/handle/2XXMBERH/115922] |
专题 | 土木工程学院 |
作者单位 | 1.College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China; |
推荐引用方式 GB/T 7714 | Shi, Yanli,Wang, Feng,Wang, Wenda. Preliminary research on effective length of concrete filled steel tubular columns in sway frame[C]. 见:. Hangzhou, China. March 9, 2012 - March 11, 2012. |
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