Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings

Xiao Luan; Peng Huang

doi:doi:10.11648/j.sd.20210901.13

| Peer-Reviewed

Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings

Xiao Luan, Peng Huang

Published in Science Discovery (Volume 9, Issue 1)

Received: 5 January 2021 Published: 30 January 2021

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

In this paper, a series of wind tunnel experiments were carried out on the rigid model of 5-6 storey residential buildings to study the influence of the location, spacing and wind direction of the buildings on the roof wind pressure of multi-storey residential buildings. The test results show that the maximum average wind pressure and extreme negative wind pressure of a single building occur in the roof ridge area at the corner and both ends of the roof, taking a multi-storey building with length × width × height of 60m×12m×20m as an example. For the buildings with three rows and three columns, when the building is located at the corner, the most unfavorable wind direction is 30°, 210°, and 330°. The most unfavorable extreme value of negative wind pressure is -8.72. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the corner position and the middle position of the first row decreased with the length-width ratio and the spacing increased. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the edge and middle of the second row did not change significantly with the increase of length-width ratio but increased with the increase of space. In the corner area of the roof, the interference factor of the corner position and the middle position of the first row decreased with the space, while the interference factor of the edge position and the middle position of the second row increased with the space. The variation trend of the middle area of the roof is the same as that of the corner area, but the interference factor is generally small. The interference factor of the wall area is always greater than 1.0.

Published in	Science Discovery (Volume 9, Issue 1)
DOI	10.11648/j.sd.20210901.13
Page(s)	13-20
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), 2021. Published by Science Publishing Group

Keywords

Group Building, Typical Community, Extreme Negative Wind Pressure, Interference Factor

References

[1]	乔常贵.中高层住宅区建筑群风干扰效应研究[D]，华侨大学，2009。
[2]	成俊凯.成纵横排列的群体高层建筑风荷载干扰研究[D]，浙江大学，2013。
[3]	全涌，顾明，田村幸雄，黄鹏.周边建筑对低矮建筑平屋面风荷载的干扰因子[J]土木工程学报,2010,(2):20-25。
[4]	黄鹏.群体高层建筑风荷载干扰的研究现状及展望.同济大学学报，2003，07，762-766。
[5]	骆盼育.正交放置平屋盖的风致干扰效应研究[D].北京交通大学,2014。
[6]	程行，不同坡度与长宽比双坡屋面低矮建筑群的风荷载干扰效应研究[D],北京交通大学，2018。
[7]	中华人民共和国国家标准,建筑结构荷载规范GB50009-2012[S].中国建筑出版社.2012。
[8]	Tsutsumi J, Katayama T, Nishida M. Wind tunnel tests of wind pressure on regularly alignedbuildings [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 43 (1): 1799-1810.
[9]	Yong C K, Yoshida A, Tamura Y. Characteristics of surface wind pressures on low-rise buildinglocated among large group of surrounding buildings [J]. Engineering Structures, 2012, 35: 18-28.
[10]	E. C.English. F. R Frickeb, The interference index and its prediction using a neural network analysis of wind-tunnel data [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83, 567-575.
[11]	Yong C K, Tamura Y, Yoon S W. Proximity effect on low-rise building surrounded by similar-sized buildings [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2015, 146: 150-162.
[12]	Sun Y, Tamura Y, Quan Y, et al. The interference effect of surrounding roughness on windpressures of rectangular prism [J]. Journal of Bluff Bodies Aerodynamics and Applications, 2008, 6: 1-10.
[13]	Chang C H, Meroney R N. The effect of surroundings with different separation distances on surface pressures on low-rise buildings [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003,91(8): 1039-1050.
[14]	Kim Y C, Yoshida A, Tamura Y. Characteristics of surface wind pressures on low-rise building located among large group of surrounding buildings [J]. Engineering Structures, 2012a, 35: 18-28.
[15]	Yong Chul Kim, Akihito Yoshida, Yukio Tamura. Influence of Surrounding Buildings on Wind Loads Acting on Low-Rise Building. 2013, 139 (2): 275-283.

Cite This Article

Plain Text BibTeX RIS

APA Style

Xiao Luan, Peng Huang. (2021). Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Science Discovery, 9(1), 13-20. https://doi.org/10.11648/j.sd.20210901.13

Copy | Download

ACS Style

Xiao Luan; Peng Huang. Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Sci. Discov. 2021, 9(1), 13-20. doi: 10.11648/j.sd.20210901.13

Copy | Download

AMA Style

Xiao Luan, Peng Huang. Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Sci Discov. 2021;9(1):13-20. doi: 10.11648/j.sd.20210901.13

Copy | Download

@article{10.11648/j.sd.20210901.13,
  author = {Xiao Luan and Peng Huang},
  title = {Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings},
  journal = {Science Discovery},
  volume = {9},
  number = {1},
  pages = {13-20},
  doi = {10.11648/j.sd.20210901.13},
  url = {https://doi.org/10.11648/j.sd.20210901.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20210901.13},
  abstract = {In this paper, a series of wind tunnel experiments were carried out on the rigid model of 5-6 storey residential buildings to study the influence of the location, spacing and wind direction of the buildings on the roof wind pressure of multi-storey residential buildings. The test results show that the maximum average wind pressure and extreme negative wind pressure of a single building occur in the roof ridge area at the corner and both ends of the roof, taking a multi-storey building with length × width × height of 60m×12m×20m as an example. For the buildings with three rows and three columns, when the building is located at the corner, the most unfavorable wind direction is 30°, 210°, and 330°. The most unfavorable extreme value of negative wind pressure is -8.72. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the corner position and the middle position of the first row decreased with the length-width ratio and the spacing increased. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the edge and middle of the second row did not change significantly with the increase of length-width ratio but increased with the increase of space. In the corner area of the roof, the interference factor of the corner position and the middle position of the first row decreased with the space, while the interference factor of the edge position and the middle position of the second row increased with the space. The variation trend of the middle area of the roof is the same as that of the corner area, but the interference factor is generally small. The interference factor of the wall area is always greater than 1.0.},
 year = {2021}
}

Copy | Download

TY  - JOUR
T1  - Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings
AU  - Xiao Luan
AU  - Peng Huang
Y1  - 2021/01/30
PY  - 2021
N1  - https://doi.org/10.11648/j.sd.20210901.13
DO  - 10.11648/j.sd.20210901.13
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 13
EP  - 20
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20210901.13
AB  - In this paper, a series of wind tunnel experiments were carried out on the rigid model of 5-6 storey residential buildings to study the influence of the location, spacing and wind direction of the buildings on the roof wind pressure of multi-storey residential buildings. The test results show that the maximum average wind pressure and extreme negative wind pressure of a single building occur in the roof ridge area at the corner and both ends of the roof, taking a multi-storey building with length × width × height of 60m×12m×20m as an example. For the buildings with three rows and three columns, when the building is located at the corner, the most unfavorable wind direction is 30°, 210°, and 330°. The most unfavorable extreme value of negative wind pressure is -8.72. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the corner position and the middle position of the first row decreased with the length-width ratio and the spacing increased. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the edge and middle of the second row did not change significantly with the increase of length-width ratio but increased with the increase of space. In the corner area of the roof, the interference factor of the corner position and the middle position of the first row decreased with the space, while the interference factor of the edge position and the middle position of the second row increased with the space. The variation trend of the middle area of the roof is the same as that of the corner area, but the interference factor is generally small. The interference factor of the wall area is always greater than 1.0.
VL  - 9
IS  - 1
ER  -

Copy | Download

Author Information

Xiao Luan

State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
Peng Huang

State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Xiao Luan, Peng Huang. (2021). Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Science Discovery, 9(1), 13-20. https://doi.org/10.11648/j.sd.20210901.13

Copy | Download

ACS Style

Xiao Luan; Peng Huang. Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Sci. Discov. 2021, 9(1), 13-20. doi: 10.11648/j.sd.20210901.13

Copy | Download

AMA Style

Xiao Luan, Peng Huang. Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings. Sci Discov. 2021;9(1):13-20. doi: 10.11648/j.sd.20210901.13

Copy | Download

@article{10.11648/j.sd.20210901.13,
  author = {Xiao Luan and Peng Huang},
  title = {Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings},
  journal = {Science Discovery},
  volume = {9},
  number = {1},
  pages = {13-20},
  doi = {10.11648/j.sd.20210901.13},
  url = {https://doi.org/10.11648/j.sd.20210901.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20210901.13},
  abstract = {In this paper, a series of wind tunnel experiments were carried out on the rigid model of 5-6 storey residential buildings to study the influence of the location, spacing and wind direction of the buildings on the roof wind pressure of multi-storey residential buildings. The test results show that the maximum average wind pressure and extreme negative wind pressure of a single building occur in the roof ridge area at the corner and both ends of the roof, taking a multi-storey building with length × width × height of 60m×12m×20m as an example. For the buildings with three rows and three columns, when the building is located at the corner, the most unfavorable wind direction is 30°, 210°, and 330°. The most unfavorable extreme value of negative wind pressure is -8.72. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the corner position and the middle position of the first row decreased with the length-width ratio and the spacing increased. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the edge and middle of the second row did not change significantly with the increase of length-width ratio but increased with the increase of space. In the corner area of the roof, the interference factor of the corner position and the middle position of the first row decreased with the space, while the interference factor of the edge position and the middle position of the second row increased with the space. The variation trend of the middle area of the roof is the same as that of the corner area, but the interference factor is generally small. The interference factor of the wall area is always greater than 1.0.},
 year = {2021}
}

Copy | Download

TY  - JOUR
T1  - Study of Interference Effect of Wind Pressure on Roof of Multi-storey Residential Buildings
AU  - Xiao Luan
AU  - Peng Huang
Y1  - 2021/01/30
PY  - 2021
N1  - https://doi.org/10.11648/j.sd.20210901.13
DO  - 10.11648/j.sd.20210901.13
T2  - Science Discovery
JF  - Science Discovery
JO  - Science Discovery
SP  - 13
EP  - 20
PB  - Science Publishing Group
SN  - 2331-0650
UR  - https://doi.org/10.11648/j.sd.20210901.13
AB  - In this paper, a series of wind tunnel experiments were carried out on the rigid model of 5-6 storey residential buildings to study the influence of the location, spacing and wind direction of the buildings on the roof wind pressure of multi-storey residential buildings. The test results show that the maximum average wind pressure and extreme negative wind pressure of a single building occur in the roof ridge area at the corner and both ends of the roof, taking a multi-storey building with length × width × height of 60m×12m×20m as an example. For the buildings with three rows and three columns, when the building is located at the corner, the most unfavorable wind direction is 30°, 210°, and 330°. The most unfavorable extreme value of negative wind pressure is -8.72. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the corner position and the middle position of the first row decreased with the length-width ratio and the spacing increased. The negative wind pressure coefficient of the most unfavorable extreme value of the building roof at the edge and middle of the second row did not change significantly with the increase of length-width ratio but increased with the increase of space. In the corner area of the roof, the interference factor of the corner position and the middle position of the first row decreased with the space, while the interference factor of the edge position and the middle position of the second row increased with the space. The variation trend of the middle area of the roof is the same as that of the corner area, but the interference factor is generally small. The interference factor of the wall area is always greater than 1.0.
VL  - 9
IS  - 1
ER  -

Copy | Download