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| 框架结构层间位移的分析方法比较 | |
| 引用本文： | 胡宝琳,李国强. 框架结构层间位移的分析方法比较[J]. 河北工程大学学报(自然科学版), 2007, 24(1): 17-19,39 |
| 作者姓名： | 胡宝琳 李国强 |
| 作者单位： | 同济大学,土木工程学院,上海,200092;同济大学,土木工程学院,上海,200092 |
| 摘 要： | 针对框架结构的受力特点,从有限元法和近似计算法两个方面分析了框架结构在水平荷载作用下层间位移的求解方法,并将其计算结果进行对比,分析了近似算法误差的原因,同时也证明了近似计算法是一种能够满足误差要求的简化计算方法。 |
| 关 键 词： | 层间位移 有限元法 近似计算法 |
| 文章编号： | 1673-9469（2007）-01-0017-03 |
| 收稿时间： | 2006-06-24 |
| 修稿时间： | 2006-06-24 |
The research for solving the interstorey displacement of frame structures under horizontal load |
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| HU Bao-lin,LI Guo-qiang. The research for solving the interstorey displacement of frame structures under horizontal load[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2007, 24(1): 17-19,39 | |
| Authors: | HU Bao-lin LI Guo-qiang |
| Affiliation: | School of Civil Engineering, Tongji University, Shanghai 200092, China |
| Abstract: | Basing on the loading characteristic of frame structures,the approach to solving interstorey displacement under horizontal load has been analyzed from finite element method and approximate calculation method.Moreover,the comparing analyse of two calculation result has been carried out in this paper.The error causation is put forward,the calculation result shows the approximate calculation method is a simplified method of satisfy the error requirement. |
| Keywords: | interstorey displacement finite element method approximate calculation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |