Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015

Test and analysis of the main crane girder stress and the dynamic characteristics of column

Authors
Hongbin Liu, Shouqing Liu
Corresponding Author
Hongbin Liu
Available Online November 2015.
DOI
10.2991/iccet-15.2015.277How to use a DOI?
Keywords
Crane beam; stress test; dynamic characteristic test;
Abstract

Due to the long construction time of a steel mill, carried on reinforced many times, multiple replacement and an increase in crane, the pillars of the main building now have a larger vibration. Roof damage Serious. Plant leak serious, in order to guarantee the reliability of building structure, needed to carry out the reliability evaluation of the plant, in this paper, the stress and dynamic characteristics of crane beam and column are tested. In order to evaluate the crane beam system better and the column system for more comprehensive, provided reliable basis for strengthening and rebuilding of plant.

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 5th International Conference on Civil Engineering and Transportation 2015
Series
Advances in Engineering Research
Publication Date
November 2015
ISBN
10.2991/iccet-15.2015.277
ISSN
2352-5401
DOI
10.2991/iccet-15.2015.277How 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  - Hongbin Liu
AU  - Shouqing Liu
PY  - 2015/11
DA  - 2015/11
TI  - Test and analysis of the main crane girder stress and the dynamic characteristics of column
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 1489
EP  - 1492
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.277
DO  - 10.2991/iccet-15.2015.277
ID  - Liu2015/11
ER  -