Proceedings of the AASRI International Conference on Industrial Electronics and Applications (2015)

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

Authors
Kang Cheng
Corresponding Author
Kang Cheng
Available Online September 2015.
DOI
https://doi.org/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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Volume Title
Proceedings of the AASRI International Conference on Industrial Electronics and Applications (2015)
Series
Advances in Engineering Research
Publication Date
September 2015
ISBN
978-94-62520-65-3
ISSN
2352-5401
DOI
https://doi.org/10.2991/iea-15.2015.55How to use a DOI?
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  - 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  -