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| 钢骨混凝土大偏心受压柱承载力计算 | |
| 引用本文： | 李美华,李辉,陈瑞生,单玉川,戴志强.钢骨混凝土大偏心受压柱承载力计算[J].浙江工业大学学报,2004,32(4):464-468. |
| 作者姓名： | 李美华 李辉 陈瑞生 单玉川 戴志强 |
| 作者单位： | 1. 浙江丽水市莲都区教育局,浙江,丽水,323000 2. 浙江工业大学,浙江,杭州,310014 3. 浙江工业大学,建筑设计研究院,浙江,杭州,310014 4. 镇江市工程质开监督站,江苏,镇江,212003 |
| 摘 要： | 通过对两组钢骨混凝土柱大偏心受压柱的试验研究并在总结前人研究的基础上,分析钢骨混凝土柱的受力特点和破坏模式,提出钢骨混凝土柱的极限承载力计算公式,并与试验结果进行对比,结果是令人满意的. |
| 关 键 词： | 钢骨混凝土柱 极限承载力 大偏心受压 |
| 文章编号： | 1006-4303(2004)04-0464-05 |
| 修稿时间： | 2003年4月10日 |
Calculation of bearing capacity for steel reinforced concrete column subjected to large eccentric compression load |
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| LI Mei-hua,LI Hui,CHEN Rui-sheng,SHAN Yu-chuan,DAI Zhi-qiang.Calculation of bearing capacity for steel reinforced concrete column subjected to large eccentric compression load[J].Journal of Zhejiang University of Technology,2004,32(4):464-468. | |
| Authors: | LI Mei-hua LI Hui CHEN Rui-sheng SHAN Yu-chuan DAI Zhi-qiang |
| Affiliation: | LI Mei-hua~1,LI Hui~2,CHEN Rui-sheng~3,SHAN Yu-chuan~3,DAI Zhi-qiang~4 |
| Abstract: | By making experimental study on steel reinforced concrete columns through the tests of 2 group specimens, the authors analyzed the mechanical behavior and failure mode, and put forward a calculating formula for ultimated bearing capacity. The data we got from the calculation are satisfactory and in good agreements with the results obtained from the tests. |
| Keywords: | steel reinforced concrete column ultimate bearing capacity large eccentric compression |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |