Dynamic Response Analysis of Liaocheng Guangyue Tower Under the Ground Traffic Load
- https://doi.org/10.2991/icsmim-15.2016.210How to use a DOI?
- Liaocheng Guangyue Tower Ground Traffic Load Dynamic Response security assessment
This paper takes liaocheng Guangyue Tower for study, it uses the 1/4 vehicle model of zhongtong bus LCK6105HGC,and it makes dynamic response analyses when ancient timber structure's speed is 20km/h and 40km/h. The results show that when the vehicle speed is 40km/h, horizontal vibration velocity of the top column is 1.03 times than when vehicle speed is 20km/h. According to Technical specifications for protection of historic buildings against man-made vibration, horizontal vibration velocity of the top column is 0.156mm/s, and it is less than the limited one which is 0.196 mm/s.
- © 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 - Zhaobo Meng AU - Bosen Hu AU - Qingshuang Zhao AU - Jie Jin AU - Dukuo Song PY - 2016/01 DA - 2016/01 TI - Dynamic Response Analysis of Liaocheng Guangyue Tower Under the Ground Traffic Load BT - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials PB - Atlantis Press SP - 1142 EP - 1146 SN - 2352-538X UR - https://doi.org/10.2991/icsmim-15.2016.210 DO - https://doi.org/10.2991/icsmim-15.2016.210 ID - Meng2016/01 ER -