| Analytical behavior of frames with steel beams to concrete-filled steel tubular column | |
| Wang, Wen-Da ; Han, Lin-Hai ; Zhao, Xiao-Ling | |
| 2010-10-12 ; 2010-10-12 | |
| 关键词 | Concrete filled steel tubes Column Steel beam Composite frame Failure mode Hysteretic model CONNECTED COMPOSITE FRAME FULL-SCALE SHS Construction & Building Technology Engineering, Civil |
| 中文摘要 | This paper reports the mechanism of composite frames with steel beams connected to concrete-filled square hollow section (SHS) columns. Detailed analysis was carried out on longitudinal stress in steel beams, axial stress distribution in concrete, and concrete stress along the column height and at the connection panel. Parametric studies were conducted to investigate the influence of axial load level, beam-to-column linear stiffness ratio on the structural behavior of composite frames. Simplified hysteretic lateral load (P)versus lateral displacement(Delta) models are proposed for such composite frames. (C) 2008 Elsevier Ltd. All rights reserved. |
| 语种 | 英语 ; 英语 |
| 出版者 | ELSEVIER SCI LTD ; OXFORD ; THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/82113]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | Wang, Wen-Da,Han, Lin-Hai,Zhao, Xiao-Ling. Analytical behavior of frames with steel beams to concrete-filled steel tubular column[J],2010, 2010. |
| APA | Wang, Wen-Da,Han, Lin-Hai,&Zhao, Xiao-Ling.(2010).Analytical behavior of frames with steel beams to concrete-filled steel tubular column.. |
| MLA | Wang, Wen-Da,et al."Analytical behavior of frames with steel beams to concrete-filled steel tubular column".(2010). |
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