Research on Construction Process of Steel Box Girder Bridge and Its Stress Analysis
- https://doi.org/10.2991/iea-15.2015.55How to use a DOI?
- construction control; long-span; steel box continuous girder; large segment hosting.
The paper introduced the construction method of large segment hosting and its difficulty, and drawing up the corresponding plan of liner and stress monitoring. The paper gives the calculation method of shear area for such a big cantilever thin-walled steel box girder section, namely the shear coefficient computation theory of Professor Hu Haichang, and the use of this shear area perfect beam element model, structure model and the experiment prove that the shell model is more consistent, given a certain reference for similar section project.
- © 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 - Kang Cheng PY - 2015/09 DA - 2015/09 TI - Research on Construction Process of Steel Box Girder Bridge and Its Stress Analysis BT - Proceedings of the AASRI International Conference on Industrial Electronics and Applications (2015) PB - Atlantis Press SP - 226 EP - 229 SN - 2352-5401 UR - https://doi.org/10.2991/iea-15.2015.55 DO - https://doi.org/10.2991/iea-15.2015.55 ID - Cheng2015/09 ER -