Dynamic Response Analysis of Liaocheng Guangyue Tower Under the Ground Traffic Load

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/).

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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  -