节点文献
高压输电塔线体系的地震响应研究
Seismic Responses of High-voltage Transmission Tower-line System
【摘要】 高压输电塔的塔线耦合作用显著,抗震分析时需采用三维有限元方法。本文以2E2-SZ2型220kV输电塔为例建立ANSYS三维有限元模型。通过模态分析,得到单塔和塔线体系的振动特征。在横向地震荷载作用下,对输电塔位移、基底反力及主材内力计算分析,讨论了地震作用对输电塔线体系的影响,提出一些有益结论。
【Abstract】 The coupling effect of tower and line on the high-voltage transmission tower is prominent,3D finite-element method is needed for seismic analysis.A 3D finite-element model was build based on the 220kV 2E2-SZ2 transmission tower by the software of ANSYS in this paper.Vibration characteristics of single tower and t ower-line system obtained through modal analysis.The displacements of tower,t he foundation reaction and the internal force of main member are calculated in l ateral seismic loads.In addition,this paper discusses seismic load effects on the transmission tower-line system and some useful results are derived.
【Key words】 transmission tower; tower-line system; modal analysis; time-history analysis;
- 【文献出处】 土木工程与管理学报 ,Journal of Civil Engineering and Management , 编辑部邮箱 ,2011年03期
- 【分类号】TU311.3
- 【被引频次】3
- 【下载频次】121