Dynamic Response Analysis of Liaocheng Guangyue Tower Under the Ground Traffic Load
Authors
Zhaobo Meng, Bosen Hu, Qingshuang Zhao, Jie Jin, Dukuo Song
Corresponding Author
Zhaobo Meng
Available Online January 2016.
- DOI
- 10.2991/icsmim-15.2016.210How to use a DOI?
- Keywords
- Liaocheng Guangyue Tower Ground Traffic Load Dynamic Response security assessment
- Abstract
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.
- Copyright
- © 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 - 10.2991/icsmim-15.2016.210 ID - Meng2016/01 ER -