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| 无粘结钢支撑非线性有限元分析 | |
| 引用本文： | 沈国庆,陈宏,王元清,石永久.无粘结钢支撑非线性有限元分析[J].四川建筑科学研究,2007,33(5):1-3,16. |
| 作者姓名： | 沈国庆 陈宏 王元清 石永久 |
| 作者单位： | 1. 中国矿业大学建筑工程学院,江苏,徐州,221008 2. 清华大学建筑设计研究院,北京,100084 3. 清华大学土木系,北京,100084 |
| 摘 要： | 讨论了应用ANSYS进行无粘结支撑实体模型的非线性分析,给出了建模方法及应注意的问题,对无粘结支撑进行了参数分析,得出了相应的建议。通过荷载位移曲线,可以看出无粘结钢支撑（UBB）稳定的耗能性能和受压承载力。最后,用ETABS进行杆系模型算例计算分析,得到增加UBB后能提高结构抗震性能的结论。 |
| 关 键 词： | 无粘结支撑 非线性分析 耗能性能 抗震性能 |
| 文章编号： | 1008-1933（2007）05-0001-03 |
| 修稿时间： | 2006-04-25 |
Nonlinear finite element analysis of unbonded steel brace |
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| SHEN Guoqing,CHEN Hong,WANG Yuanqing,SHI Yongjiu.Nonlinear finite element analysis of unbonded steel brace[J].Building Science Research of Sichuan,2007,33(5):1-3,16. | |
| Authors: | SHEN Guoqing CHEN Hong WANG Yuanqing SHI Yongjiu |
| Abstract: | ANSYS can be used for the nonlinear FEM analysis of unbonded steel brace. The methods of model building and watchful problem are showed. Some results are made from parametric analysis of unbonded steel brace. Stable dissipative and compressive performance of unbonded steel brace can be seen from the relationship of load and displacement. The aseismie performance of structure can be enhanced by adding UBB based on a project with ETABS analysis. |
| Keywords: | unbonded steel brace nonlinear analysis dissipative performance aseismie performance |
| 本文献已被 维普 万方数据 等数据库收录！ | |
