The Dynamic Characteristic Analysis of A Pedestrian Bridge
Authors
G. Zhao, Q.Y. Chen, K.B. Ren, Y.F. Zhu, W. He
Corresponding Author
G. Zhao
Available Online July 2015.
- DOI
- 10.2991/aiie-15.2015.26How to use a DOI?
- Keywords
- pedestrian bridge; modal analysis; dynamic characteristics; natural frequencies; mode shapes
- Abstract
In this paper, the finite element method was used to analysis the modal characters of a reinforced concrete pedestrian bridge structures. The relationship between parameters and structural vibration frequency was found by parametric analysis. Structural dynamic conditions corresponding state occurred was mainly determined by main modes. In practice, simulated operation, bridges can be analyzed by the previous stage of the natural frequencies and the mode shapes in order to assess.
- Copyright
- © 2015, 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 - G. Zhao AU - Q.Y. Chen AU - K.B. Ren AU - Y.F. Zhu AU - W. He PY - 2015/07 DA - 2015/07 TI - The Dynamic Characteristic Analysis of A Pedestrian Bridge BT - Proceedings of the 2015 International Conference on Artificial Intelligence and Industrial Engineering PB - Atlantis Press SP - 91 EP - 93 SN - 1951-6851 UR - https://doi.org/10.2991/aiie-15.2015.26 DO - 10.2991/aiie-15.2015.26 ID - Zhao2015/07 ER -