@inproceedings{9adf51ba0ea04d26bd94cb7f4b42896f,
title = "Wind induced vibration of Rongjiang super-bridge during construction",
abstract = "Long-span continuous rigid bridge is sensitive to wind actions on largest double cantilever stage before closure. In order to analyze the performance of anti-wind during Rongjiang super-bridge construction, worst-case analysis of wind-induced response for several wind loads including various wind directions and attack angles have been performed using random simulation method in time domain. Based on the worst-case analysis, some measures for increasing its performance of anti-wind are discussed due to non-symmetric wind loads. The results indicate that the wind loads with +15 wind direction and +6 attack angle is the worst-case on largest double cantilever stage. In addition, the brace strut can increase the performance of anti-wind effectively, which would be a logical advice during bridge construction.",
keywords = "bridge construction, time domain, wind loads, worst-case analysis",
author = "Jiansheng Zhang and Mingyang Chen and Yue Wu and Yuyin Wang",
year = "2011",
doi = "10.1109/ICETCE.2011.5774281",
language = "英语",
isbn = "9781457702907",
series = "2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings",
pages = "2825--2828",
booktitle = "2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 - Proceedings",
note = "2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011 ; Conference date: 22-04-2011 Through 24-04-2011",
}