Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials

Stability analysis of the super tall tower in the arch rib hoisting construction process

Authors
Xiaoyan Zeng, Lin Wang
Corresponding Author
Xiaoyan Zeng
Available Online January 2016.
DOI
https://doi.org/10.2991/icsmim-15.2016.99How to use a DOI?
Keywords
Arch rib flip Super tower The stability
Abstract

This paper expounds the importance of the stability analysis of the super high tower frame in the lifting stage of the arch rib.Then the arch rib turning stage is divided into 0 degrees,30 degrees, 60 degrees, 90 degrees, 102.8 degrees five conditions,respectively carried out the force analysis of sling and tower under different conditions.Finally, calculated the stability safety factor of the tower structure,proved the tower structure meet the requirements of stability during the whole course of the arch rib.

Copyright
© 2016, 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 2015 4th International Conference on Sensors, Measurement and Intelligent Materials
Series
Advances in Computer Science Research
Publication Date
January 2016
ISBN
978-94-6252-157-5
ISSN
2352-538X
DOI
https://doi.org/10.2991/icsmim-15.2016.99How to use a DOI?
Copyright
© 2016, 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  - Xiaoyan Zeng
AU  - Lin Wang
PY  - 2016/01
DA  - 2016/01
TI  - Stability analysis of the super tall tower in the arch rib hoisting construction process
BT  - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials
PB  - Atlantis Press
SP  - 537
EP  - 544
SN  - 2352-538X
UR  - https://doi.org/10.2991/icsmim-15.2016.99
DO  - https://doi.org/10.2991/icsmim-15.2016.99
ID  - Zeng2016/01
ER  -