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| 拱型波纹钢屋盖结构风振响应的时域分析 | |
| 引用本文： | 王元清,谭成冬,张勇.拱型波纹钢屋盖结构风振响应的时域分析[J].土木与环境工程学报,2005,27(2):56-60. |
| 作者姓名： | 王元清 谭成冬 张勇 |
| 作者单位： | 1. 清华大学,土木工程系,北京,100084 2. 中国建筑设计研究院,北京,100044 3. 北京交通大学,土木工程系,北京,100044 |
| 摘 要： | 拱型波纹钢屋盖结构自重轻,地震作用下的动力问题不是结构设计的控制因素,但是在风荷载作用下结构的动力响应较为显著,在设计中应给予足够重视.首先利用Fortran编程工具,模拟结构的风速时程曲线,然后利用ANSYS有限元软件中的瞬态动力学分析模块对这种结构进行动力时程分析,讨论其在脉动风荷载作用下的动力响应,给出了结构风振系数的建议值,且针对风荷载提出了这种结构在设计中应注意的问题. |
| 关 键 词： | 拱型波纹钢屋盖 风振响应 AR模型 瞬态动力学分析 |
| 文章编号： | 1006-7329(2005)02-0056-05 |
| 修稿时间： | 2005年1月10日 |
Analysis on Wind-induced Dynamic Response of Arched Corrugated Metal Roof |
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| WANG Yuan-qing,TAN Cheng-dong,ZHANG Yong.Analysis on Wind-induced Dynamic Response of Arched Corrugated Metal Roof[J].Journal of Civil and Environmental Engineering,2005,27(2):56-60. | |
| Authors: | WANG Yuan-qing TAN Cheng-dong ZHANG Yong |
| Abstract: | It is generally considered that the seismic response of arched corrugated metal roof is not the control factor of structure design because of its light dead weight, but the wind-induced dynamic response on the structure is significant, so more attention must be paid to it. First, the wind simulation of the structure by AR model is carried out. Then, the TRANS method in the ANSYS is used to calculate the dynamic responses in time domain to compare the results with those in frequency domain in order to verify the validity of the two methods. |
| Keywords: | arched corrugated metal roof wind-induced dynamic response AR model transient dynamic analysis |
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