Study of Buckling Stability on Tall Tower Truss Structure with All Loads

Yixiao Qin; Li Zhang; Zhengjun Feng; Chao Zhang

doi:doi:10.11648/j.ijsts.20160404.11

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Study of Buckling Stability on Tall Tower Truss Structure with All Loads

Yixiao Qin, Li Zhang, Zhengjun Feng, Chao Zhang

Published in International Journal of Science, Technology and Society (Volume 4, Issue 4)

Received: 24 May 2016 Accepted: 5 June 2016 Published: 21 June 2016

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Abstract

Tower crane belongs to tall towers truss structures, whose bucking instability often lead to collapse. Past studies focused on the mast instability under a single load, which doesn’t apply to the actual condition that tower crane working under various loads at the same time. This paper taking into consideration the tower crane lifting weight as well as various loads like the hoist tipping moment, heavy vertical load, wind load, the centrifugal force, rotary load of resistance and horizontal inertia force. Through the eigenvalue bucking and nonlinear bucking analysis, we can get the lifting load when the hoisting is focusing on a maximum working range of the arm of the tower and tower bar force status and the convergence map of stability. This study provides the complete steps of the tower stability design of tower crane, can be used as a guidance or reference for the actual product design.

Published in	International Journal of Science, Technology and Society (Volume 4, Issue 4)
DOI	10.11648/j.ijsts.20160404.11
Page(s)	57-62
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2016. Published by Science Publishing Group

Keywords

Tower Structure, Buckling Stability, Nonlinearity, Eigenvalue Analysis, Finite Element Method

References

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APA Style

Yixiao Qin, Li Zhang, Zhengjun Feng, Chao Zhang. (2016). Study of Buckling Stability on Tall Tower Truss Structure with All Loads. International Journal of Science, Technology and Society, 4(4), 57-62. https://doi.org/10.11648/j.ijsts.20160404.11

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ACS Style

Yixiao Qin; Li Zhang; Zhengjun Feng; Chao Zhang. Study of Buckling Stability on Tall Tower Truss Structure with All Loads. Int. J. Sci. Technol. Soc. 2016, 4(4), 57-62. doi: 10.11648/j.ijsts.20160404.11

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AMA Style

Yixiao Qin, Li Zhang, Zhengjun Feng, Chao Zhang. Study of Buckling Stability on Tall Tower Truss Structure with All Loads. Int J Sci Technol Soc. 2016;4(4):57-62. doi: 10.11648/j.ijsts.20160404.11

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@article{10.11648/j.ijsts.20160404.11,
  author = {Yixiao Qin and Li Zhang and Zhengjun Feng and Chao Zhang},
  title = {Study of Buckling Stability on Tall Tower Truss Structure with All Loads},
  journal = {International Journal of Science, Technology and Society},
  volume = {4},
  number = {4},
  pages = {57-62},
  doi = {10.11648/j.ijsts.20160404.11},
  url = {https://doi.org/10.11648/j.ijsts.20160404.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijsts.20160404.11},
  abstract = {Tower crane belongs to tall towers truss structures, whose bucking instability often lead to collapse. Past studies focused on the mast instability under a single load, which doesn’t apply to the actual condition that tower crane working under various loads at the same time. This paper taking into consideration the tower crane lifting weight as well as various loads like the hoist tipping moment, heavy vertical load, wind load, the centrifugal force, rotary load of resistance and horizontal inertia force. Through the eigenvalue bucking and nonlinear bucking analysis, we can get the lifting load when the hoisting is focusing on a maximum working range of the arm of the tower and tower bar force status and the convergence map of stability. This study provides the complete steps of the tower stability design of tower crane, can be used as a guidance or reference for the actual product design.},
 year = {2016}
}

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TY  - JOUR
T1  - Study of Buckling Stability on Tall Tower Truss Structure with All Loads
AU  - Yixiao Qin
AU  - Li Zhang
AU  - Zhengjun Feng
AU  - Chao Zhang
Y1  - 2016/06/21
PY  - 2016
N1  - https://doi.org/10.11648/j.ijsts.20160404.11
DO  - 10.11648/j.ijsts.20160404.11
T2  - International Journal of Science, Technology and Society
JF  - International Journal of Science, Technology and Society
JO  - International Journal of Science, Technology and Society
SP  - 57
EP  - 62
PB  - Science Publishing Group
SN  - 2330-7420
UR  - https://doi.org/10.11648/j.ijsts.20160404.11
AB  - Tower crane belongs to tall towers truss structures, whose bucking instability often lead to collapse. Past studies focused on the mast instability under a single load, which doesn’t apply to the actual condition that tower crane working under various loads at the same time. This paper taking into consideration the tower crane lifting weight as well as various loads like the hoist tipping moment, heavy vertical load, wind load, the centrifugal force, rotary load of resistance and horizontal inertia force. Through the eigenvalue bucking and nonlinear bucking analysis, we can get the lifting load when the hoisting is focusing on a maximum working range of the arm of the tower and tower bar force status and the convergence map of stability. This study provides the complete steps of the tower stability design of tower crane, can be used as a guidance or reference for the actual product design.
VL  - 4
IS  - 4
ER  -

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Author Information

Yixiao Qin

Mechanical Engineering Institution, Taiyuan University of Science and Technology, Taiyuan, Shanxi, China
Li Zhang

Mechanical Engineering Institution, Taiyuan University of Science and Technology, Taiyuan, Shanxi, China
Zhengjun Feng

Machinery Design and Research Institution, Xuzhou Xu Gong Road Construction Machinery CO., LTD, Tianjin, China
Chao Zhang

Machinery Design and Research Institution, Hua Dian Heavy Industries CO., LTD, Beijing, China

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Plain Text BibTeX RIS

APA Style

Yixiao Qin, Li Zhang, Zhengjun Feng, Chao Zhang. (2016). Study of Buckling Stability on Tall Tower Truss Structure with All Loads. International Journal of Science, Technology and Society, 4(4), 57-62. https://doi.org/10.11648/j.ijsts.20160404.11

Copy | Download

ACS Style

Yixiao Qin; Li Zhang; Zhengjun Feng; Chao Zhang. Study of Buckling Stability on Tall Tower Truss Structure with All Loads. Int. J. Sci. Technol. Soc. 2016, 4(4), 57-62. doi: 10.11648/j.ijsts.20160404.11

Copy | Download

AMA Style

Yixiao Qin, Li Zhang, Zhengjun Feng, Chao Zhang. Study of Buckling Stability on Tall Tower Truss Structure with All Loads. Int J Sci Technol Soc. 2016;4(4):57-62. doi: 10.11648/j.ijsts.20160404.11

Copy | Download

@article{10.11648/j.ijsts.20160404.11,
  author = {Yixiao Qin and Li Zhang and Zhengjun Feng and Chao Zhang},
  title = {Study of Buckling Stability on Tall Tower Truss Structure with All Loads},
  journal = {International Journal of Science, Technology and Society},
  volume = {4},
  number = {4},
  pages = {57-62},
  doi = {10.11648/j.ijsts.20160404.11},
  url = {https://doi.org/10.11648/j.ijsts.20160404.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijsts.20160404.11},
  abstract = {Tower crane belongs to tall towers truss structures, whose bucking instability often lead to collapse. Past studies focused on the mast instability under a single load, which doesn’t apply to the actual condition that tower crane working under various loads at the same time. This paper taking into consideration the tower crane lifting weight as well as various loads like the hoist tipping moment, heavy vertical load, wind load, the centrifugal force, rotary load of resistance and horizontal inertia force. Through the eigenvalue bucking and nonlinear bucking analysis, we can get the lifting load when the hoisting is focusing on a maximum working range of the arm of the tower and tower bar force status and the convergence map of stability. This study provides the complete steps of the tower stability design of tower crane, can be used as a guidance or reference for the actual product design.},
 year = {2016}
}

Copy | Download

TY  - JOUR
T1  - Study of Buckling Stability on Tall Tower Truss Structure with All Loads
AU  - Yixiao Qin
AU  - Li Zhang
AU  - Zhengjun Feng
AU  - Chao Zhang
Y1  - 2016/06/21
PY  - 2016
N1  - https://doi.org/10.11648/j.ijsts.20160404.11
DO  - 10.11648/j.ijsts.20160404.11
T2  - International Journal of Science, Technology and Society
JF  - International Journal of Science, Technology and Society
JO  - International Journal of Science, Technology and Society
SP  - 57
EP  - 62
PB  - Science Publishing Group
SN  - 2330-7420
UR  - https://doi.org/10.11648/j.ijsts.20160404.11
AB  - Tower crane belongs to tall towers truss structures, whose bucking instability often lead to collapse. Past studies focused on the mast instability under a single load, which doesn’t apply to the actual condition that tower crane working under various loads at the same time. This paper taking into consideration the tower crane lifting weight as well as various loads like the hoist tipping moment, heavy vertical load, wind load, the centrifugal force, rotary load of resistance and horizontal inertia force. Through the eigenvalue bucking and nonlinear bucking analysis, we can get the lifting load when the hoisting is focusing on a maximum working range of the arm of the tower and tower bar force status and the convergence map of stability. This study provides the complete steps of the tower stability design of tower crane, can be used as a guidance or reference for the actual product design.
VL  - 4
IS  - 4
ER  -

Copy | Download