Preliminary research on effective length of concrete filled steel tubular columns in sway frame | |
Shi, Yanli1,2![]() ![]() ![]() | |
2012 | |
会议名称 | 2nd International Conference on Structures and Building Materials, ICSBM 2012 |
会议录名称 | Advanced Materials Research
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卷号 | 446-449 |
页码 | 318-321 |
会议日期 | March 9, 2012 - March 11, 2012 |
会议地点 | Hangzhou, China |
出版者 | Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany |
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. |
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 |
DOI | 10.4028/www.scientific.net/AMR.446-449.318 |
收录类别 | EI |
语种 | 英语 |
EI入藏号 | 20120814796077 |
EI主题词 | Tubular steel structures |
ISSN | 10226680 |
来源库 | Compendex |
分类代码 | 951 Materials Science - 921.6 Numerical Methods - 422 Strength of Building Materials; Test Equipment and Methods - 421 Strength of Building Materials; Mechanical Properties - 415 Metals, Plastics, Wood and Other Structural Materials - 414 Masonry Materials - 413 Insulating Materials - 412 Concrete - 411 Bituminous Materials - 409 Civil Engineering, General - 408.2 Structural Members and Shapes |
引用统计 | |
文献类型 | 会议论文 |
条目标识符 | https://ir.lut.edu.cn/handle/2XXMBERH/115922 |
专题 | 土木工程学院 |
作者单位 | 1.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China; 2.College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China |
第一作者单位 | 甘肃省土木工程防灾减灾重点实验室; 土木工程学院 |
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]:Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany,2012:318-321. |
条目包含的文件 | 条目无相关文件。 |
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