...
首页> 外文期刊>Earthquake and structures: An International journal of earthquake engineering & earthquake effects on structures >The critical angle of seismic incidence of transmission tower-line system based on wavelet energy method
【24h】

The critical angle of seismic incidence of transmission tower-line system based on wavelet energy method

机译:基于小波能量法的透射塔线系统地震发生率的临界角度

获取原文
获取原文并翻译 | 示例
           

摘要

On the basis that ground motions may arrive at a structure from any horizontal direction and that different directions of seismic incidence would result in different structural dynamic responses, this paper focuses on orienting the crucial seismic incidence of transmission tower-line systems based on the wavelet energy method. A typical transmission tower-line system is chosen as the case study, and two finite element (FE) models are established in ABAQUS, with and without consideration of the interaction between the transmission towers and the transmission lines. The mode combination frequency is defined by considering the influence of the higher-order modes of the structure. Subsequently, wavelet transformation is performed to obtain the total effective energy input and the effective energy input rate corresponding to the mode combination frequency to further judge the critical angle of seismic incidence by comparing these two performance indexes under different seismic incidence angles. To validate this approach, finite element history analysis (FEHA) is imposed on both FE models to generate comparative data, and good agreement is found. The results demonstrate that the wavelet energy method can forecast the critical angle of seismic incidence of a transmission tower-line system with adequate accuracy, avoiding time-consuming and cumbersome computer analysis. The proposed approach can be used in future seismic design of transmission tower-line systems.
机译:在基于地面运动可以从任何水平方向到达的结构,并且地震发生率的不同方向会导致不同的结构动力响应,本文侧重于基于小波能量的传输塔线系统的至关重要的地震发生率方法。选择典型的传输塔线系统作为案例研究,并且在ABAQUS中建立了两个有限元(FE)模型,并且不考虑传动塔和传输线之间的相互作用。通过考虑结构的高阶模式的影响来定义模式组合频率。随后,执行小波变换以获得与模式组合频率对应的总有效能量输入和有效能量输入速率,以通过比较不同地震射角的两种性能指标来进一步判断地震发生率的临界角度。为了验证这种方法,对两种FE模型施加有限元历史分析(FEHA)以产生比较数据,并找到良好的协议。结果表明,小波能量法可以预测传输塔线系统的抗震发生率的临界角度,具有足够的精度,避免耗时和繁琐的计算机分析。所提出的方法可用于传输塔线系统的未来地震设计。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号