| 架空输电铁塔动力风响应的数值模拟 |
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| 引用本文： | 梁波,徐建良.架空输电铁塔动力风响应的数值模拟[J].同济大学学报(自然科学版),2002,30(5):583-587. |
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| 作者姓名： | 梁波 徐建良 |
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| 作者单位： | 1. 华中科技大学土木工程学院,湖北,武汉,430074
2. 桂林空军学院基础部,广西,桂林,541003 |
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| 基金项目： | 留学回国人员科研启动基金资助项目 |
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| 摘 要： | 运用有限元数值方法分析了两跨三基架空输电线路的顺风向动力响应.中间铁塔由空间梁单元进行模拟，两端的铁塔通过动力等效简化为梁模型。假设悬垂架空线节点具有空间三个方向平移特征，并引入了几何非线性的影响。在考虑各节点风力空间相关的条件下，利用Karman 风速功率谱对节点风力进行了数值模拟。研究表明，在分析架空输电铁塔风载条件的动力响应时，应该考虑架空线的动力响应特性的影响。提出的计算方法为进一步研究输电线路结构 的安全性与可靠性提供了基础。
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| 关 键 词： | 架空输电铁塔 动力风响应 数值模拟 时域分析 |
| 文章编号： | 0253-374X(2002)05-0583-05 |
| 修稿时间： | 2001年11月10 |
Numerical Simulation of Along- wind Response of Transmission Tower |
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| LIANG Bo ,XU Jian-liang.Numerical Simulation of Along- wind Response of Transmission Tower[J].Journal of Tongji University(Natural Science),2002,30(5):583-587. |
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| Authors: | LIANG Bo XU Jian-liang |
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| Institution: | LIANG Bo 1,XU Jian-liang 2 |
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| Abstract: | A finite element method is applied to the study of along-wind dynamic response of transmission line of two spans with three towers.The central tower is modeled as an assembly of beam elements with six degrees of freedom at each node.The sagged wire is assumed to be composed of straight element with three translational degrees of freedom at each node and the geometric non-linearity is included in the study.The time history of fluctuating wind speed is generated by the multi-dimensional auto-regression method according to power spectrum and spatial correlations.The result has shown that it is necessary to consider the dynamic characteristics of wire when the dynamic response of transmission tower is analyzed.The procedure presented here provides an effective method to check the safety and reliability of the transmission tower. |
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| Keywords: | transmission tower wind load wind-induced dynamic response analysis in time domain |
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