To study the mechanical performance of steel bundled-tube structures and find the reasonable setback scheme, the 18 calculation model with different setback based on the same bottom, height as well as the volume were designed. The effect of different setback methods on performance indexes such as natural vibration period of the structure, stiffness was analyzed. Stress total enhancement ratio and reference enhancement ratio are introduced to study the distribution rule of the spandrel beam stress under different vertical setback methods. The distribution rule of column stress was also analyzed. The results show that the changing rule of the equivalent wind effect coefficient is the same as the basal shearing force and basal anti-overturning moment. Reference enhancement ratio of the spandrel beam is a fixed value at a certain height and volume. Total stress enhancement ratio of the spandrel beam is mainly related to the remained height. Vertical setback causes abrupt stress in the columns. The setback influence on the columns is less than that on the beams, and the abrupt stress stories are also less. It is advised that the location of the initial setback should be as far as possible from the embedded end. The reasonable setback method should be uniform and symmetric.
| Published in | American Journal of Civil Engineering (Volume 5, Issue 4) |
| DOI | 10.11648/j.ajce.20170504.17 |
| Page(s) | 235-241 |
| 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), 2024. Published by Science Publishing Group |
Steel Bundled-Tube, Vertical Setback, Mechanical Performance, Stress Enhancement Ratio
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APA Style
Hao Yong, Li Yansong, Jiu Zhenggang, Zhang Tao, Wang Futian, et al. (2017). Research on the Vertical Setback Problem of Steel Bundled Tube Structure. American Journal of Civil Engineering, 5(4), 235-241. https://doi.org/10.11648/j.ajce.20170504.17
ACS Style
Hao Yong; Li Yansong; Jiu Zhenggang; Zhang Tao; Wang Futian, et al. Research on the Vertical Setback Problem of Steel Bundled Tube Structure. Am. J. Civ. Eng. 2017, 5(4), 235-241. doi: 10.11648/j.ajce.20170504.17
AMA Style
Hao Yong, Li Yansong, Jiu Zhenggang, Zhang Tao, Wang Futian, et al. Research on the Vertical Setback Problem of Steel Bundled Tube Structure. Am J Civ Eng. 2017;5(4):235-241. doi: 10.11648/j.ajce.20170504.17
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Download@article{10.11648/j.ajce.20170504.17,
author = {Hao Yong and Li Yansong and Jiu Zhenggang and Zhang Tao and Wang Futian and Zhang Xusheng},
title = {Research on the Vertical Setback Problem of Steel Bundled Tube Structure},
journal = {American Journal of Civil Engineering},
volume = {5},
number = {4},
pages = {235-241},
doi = {10.11648/j.ajce.20170504.17},
url = {https://doi.org/10.11648/j.ajce.20170504.17},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20170504.17},
abstract = {To study the mechanical performance of steel bundled-tube structures and find the reasonable setback scheme, the 18 calculation model with different setback based on the same bottom, height as well as the volume were designed. The effect of different setback methods on performance indexes such as natural vibration period of the structure, stiffness was analyzed. Stress total enhancement ratio and reference enhancement ratio are introduced to study the distribution rule of the spandrel beam stress under different vertical setback methods. The distribution rule of column stress was also analyzed. The results show that the changing rule of the equivalent wind effect coefficient is the same as the basal shearing force and basal anti-overturning moment. Reference enhancement ratio of the spandrel beam is a fixed value at a certain height and volume. Total stress enhancement ratio of the spandrel beam is mainly related to the remained height. Vertical setback causes abrupt stress in the columns. The setback influence on the columns is less than that on the beams, and the abrupt stress stories are also less. It is advised that the location of the initial setback should be as far as possible from the embedded end. The reasonable setback method should be uniform and symmetric.},
year = {2017}
}
TY - JOUR T1 - Research on the Vertical Setback Problem of Steel Bundled Tube Structure AU - Hao Yong AU - Li Yansong AU - Jiu Zhenggang AU - Zhang Tao AU - Wang Futian AU - Zhang Xusheng Y1 - 2017/08/14 PY - 2017 N1 - https://doi.org/10.11648/j.ajce.20170504.17 DO - 10.11648/j.ajce.20170504.17 T2 - American Journal of Civil Engineering JF - American Journal of Civil Engineering JO - American Journal of Civil Engineering SP - 235 EP - 241 PB - Science Publishing Group SN - 2330-8737 UR - https://doi.org/10.11648/j.ajce.20170504.17 AB - To study the mechanical performance of steel bundled-tube structures and find the reasonable setback scheme, the 18 calculation model with different setback based on the same bottom, height as well as the volume were designed. The effect of different setback methods on performance indexes such as natural vibration period of the structure, stiffness was analyzed. Stress total enhancement ratio and reference enhancement ratio are introduced to study the distribution rule of the spandrel beam stress under different vertical setback methods. The distribution rule of column stress was also analyzed. The results show that the changing rule of the equivalent wind effect coefficient is the same as the basal shearing force and basal anti-overturning moment. Reference enhancement ratio of the spandrel beam is a fixed value at a certain height and volume. Total stress enhancement ratio of the spandrel beam is mainly related to the remained height. Vertical setback causes abrupt stress in the columns. The setback influence on the columns is less than that on the beams, and the abrupt stress stories are also less. It is advised that the location of the initial setback should be as far as possible from the embedded end. The reasonable setback method should be uniform and symmetric. VL - 5 IS - 4 ER -
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