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| 反复荷载下高强混凝土框架边节点有限元非线性分析 | |
| 引用本文： | 刘翠兰,肖良丽,米琦,乔宏霞. 反复荷载下高强混凝土框架边节点有限元非线性分析[J]. 兰州理工大学学报, 2003, 29(1): 109-111 |
| 作者姓名： | 刘翠兰 肖良丽 米琦 乔宏霞 |
| 作者单位： | 1. 甘肃工业大学,土木工程学院,甘肃,兰州,730050 2. 武汉理工大学,土木与建筑工程学院,湖北,武汉,430070 3. 天津市天友建筑设计有限公司,天津,300192 |
| 基金项目： | 甘肃省建设厅攻关项目 (JK 97 8) |
| 摘 要： | 在四榀高强混凝土框架边节点试件抗震性能试验研究的基础上 ,沿用和修改了某些计算模型 ,进行有限元非线性分析 ,并用所编制的程序计算 ,对其实测值对比分析 .结果表明 ,电算结果与试验结果符合良好 . |
| 关 键 词： | 荷载 位移 有限元分析 裂缝 |
| 文章编号： | 1000-5889(2003)01-0109-03 |
| 修稿时间： | 2002-08-27 |
Nonlinear finite element analysis of peripheral joints on frame of high-strength concrete under cyclic loading |
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| LIU Cui lan ,XIAO Liang li ,MI Qi ,QIAO Hong xia. Nonlinear finite element analysis of peripheral joints on frame of high-strength concrete under cyclic loading[J]. Journal of Lanzhou University of Technology, 2003, 29(1): 109-111 | |
| Authors: | LIU Cui lan XIAO Liang li MI Qi QIAO Hong xia |
| Affiliation: | LIU Cui lan 1,XIAO Liang li 2,MI Qi 3,QIAO Hong xia 1 |
| Abstract: | Based on anti earthquake performance experimental research of four high strength concrete frame joints, some computation models are adopted and modified for nonlinear finite element analysis, and the experimental results are compared and analyzed with developed program. According to the analysis, the calculative results and measured ones are in a good agreement. |
| Keywords: | loading displacement finite element analysis crack |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |