Research on Construction Process of Steel Box Girder Bridge and Its Stress Analysis

DOI

10.2991/iea-15.2015.55How to use a DOI?

Keywords

construction control; long-span; steel box continuous girder; large segment hosting.

Abstract

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.

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/).

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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  - 10.2991/iea-15.2015.55
ID  - Cheng2015/09
ER  -