Dynamic analysis of communication transmission tower based on finite element method
- 10.2991/aiea-16.2016.12How to use a DOI?
- Communication transmitting tower; ANSYS Workbench; Finite element analysis; Modal.
Communication transmitting tower is an important part of communication engineering, analyzing structural characteristics and dynamic characteristics of the tower has practical significance. The three-dimensional model of communication tower is established by Solidworks, and the model is simulated and analyzed by finite element analysis software Workbench ANSYS in this paper. Then the 10 order non-zero modal frequency are obtained. Finally, simulation analysis of displacement response spectrum of simulated earthquake action is carried out, the equivalent stress and the direction of displacement are obtained. The result shows that the dynamic characteristics of the tower are complex and the modal shapes are varied. The communication tower achieves the design requirements of earthquake intensity. These conclusions provide a reliable theoretical basis for the structure optimization of the tower.
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Xingwu Kang AU - Yongwei Zhang PY - 2016/11 DA - 2016/11 TI - Dynamic analysis of communication transmission tower based on finite element method BT - Proceedings of the 2016 International Conference on Artificial Intelligence and Engineering Applications PB - Atlantis Press SP - 64 EP - 68 SN - 2352-538X UR - https://doi.org/10.2991/aiea-16.2016.12 DO - 10.2991/aiea-16.2016.12 ID - Kang2016/11 ER -