Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge

Adal Mengesha Yimer

doi:doi:10.11648/j.jccee.20230803.12

| Peer-Reviewed

Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge

Adal Mengesha Yimer

Published in Journal of Civil, Construction and Environmental Engineering (Volume 8, Issue 3)

Received: 24 April 2023 Accepted: 21 June 2023 Published: 6 July 2023

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

Now adays, due to architectural and structural requirements, complicated tall and slender buildings with various corner configurations and cross-sectional shapes are emerged, which are difficult to design using the existing wind load standards as well as using available software packages. For such conditions, an experimental study is the best solution to develop new standards and solve such design limitations. In this study a total of five rigid plywood models of equal height are prepared at a scale of 1:100, the principal model is a rectangular building with the geometry of B*D*H, 200mm*300mm*500mm and other models are vertically chamfered edges as B/8, B/4, 3B/8, and B/2. In properly designed open rectangular boundary layer wind tunnel with 2m*2m*15m simulation section at IIT Roorkee, India. The model is placed on the top floor and the mean wind velocity profile of approaching flow 9.61m/sec corresponding to terrain Category-II is allowed to pass through the circuit and various digital signal readings are taken at various wind incidences then converted to forces, moment, coefficients and results are compared with existing codes. As vertical chamfering size increases, twisting and torsional moment increases, drag force coefficient and lift-force coefficient increase due to the slenderness of the chamfered building compared with the principal building.

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 8, Issue 3)
DOI	10.11648/j.jccee.20230803.12
Page(s)	49-59
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

Keywords

Chamfered Edge, Drag Coefficient, Lift Coefficient, Wind Load, Static Response

References

[1]	K. C. S Kwok 1998, Effect of building shape on wind indused respons eof tall buildings, Journalof Wind Engineering and Industrial Aerodynamics, 28, 381-390.
[2]	Amin, JA and Ahuja, Ashok Kumar. (2010). aerodynamic modifications to the shape of the buildings: a review of the state-of-the-art, Asian journal of civil engineering.
[3]	Bhatnagar, N. K. (2011), “Effect of Geometrical Shapes on Wind Loads on Buildings” Indian Institute of Technology Roorkee, India, September 2011.
[4]	J. A. Amin • A. K. Ahuja (2014), Characteristics of wind forces and responses of rectangular tall buildings, international journale of advanced structural Eng.
[5]	Mooneghi, Maryam Asghari and Kargarmoakhar, Ramtin. (2016). Aerodynamic mitigation and shape optimization of buildings. Journal of building engineering, 6, 225-235.
[6]	Ashutosh, Sharma and Hemant, Mittal and Ajay, Gairola. (2018). Mitigation of wind load on tall buildings through aerodynamic modification: Review. Journal of Building Engineering, 18, 180-194.
[7]	Li, Yi and Li, Chao and Li, Qiu-Sheng and Song, Qian and Huang, Xuan and Li, Yong-Gui. (2020). Aerodynamic performance of CAARC standard tall building model by various corner chamfers}. Journal of Wind Engineering and Industrial Aerodynamics, 202, 104197.
[8]	Thordal, Marie Skytte and Bennetsen, Jens Chr and Capra, Stefano and Kragh, Andreas K and Koss, H Holger H. (2020). Towards a standard CFD setup for wind load assessment of high-rise buildings: Part 2--Blind test of chamfered and rounded corner high-rise buildings. Journal of Wind Engineering and Industrial Aerodynamics, 205, 104282.
[9]	Mohammad Jafaria, and Alice Alipoura, 2020, Methodologies to Mitigate Wind-induced Vibration of Tall Buildings: A State-of-the-art Review Mohammad, Elsiver.
[10]	Jamaluddeen and Rajiv Banerjee, 2021 An Analytical Study on Effect of Wind Load for Tall Building, International Research Journal of Engineering and Technology, Vol. 8.
[11]	Astha Verma, Rahul Kumar Meena, Hrishikesh Dubey, Ritu Raj, and S. Anbukumar, 2022, Wind Effects on Rectangular and Triaxial Symmetrical Tall Building Having Equal Area and Height, hindawi.
[12]	Meena, Rahul Kumar and Raj, Ritu and Anbukumar, S. (2022). Wind Excited Action around Tall Building Having Different Corner Configurations. Advances in Civil Engineering, 2022.
[13]	Al-masoodi, Aiman HH and Alkhatib, FH and Shafiq, N and Wahab, MMA. (2022). The Aerodynamic Performance of Tall Buildings by Utilizing Aerodynamic Modifications-A Review Study. IOP Conference Series: Earth and Environmental Science, 1022, 012046.
[14]	IS: 875-part-3 (2015) “Code of practice for design loads (other than EQ) for Building & Structure-Wind loads”
[15]	AS/NZS: 1170.2 (2002), “Structural Design Actions, Part 2 - Wind Actions”.

Cite This Article

Plain Text BibTeX RIS

APA Style

Adal Mengesha Yimer. (2023). Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. Journal of Civil, Construction and Environmental Engineering, 8(3), 49-59. https://doi.org/10.11648/j.jccee.20230803.12

Copy | Download

ACS Style

Adal Mengesha Yimer. Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. J. Civ. Constr. Environ. Eng. 2023, 8(3), 49-59. doi: 10.11648/j.jccee.20230803.12

Copy | Download

AMA Style

Adal Mengesha Yimer. Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. J Civ Constr Environ Eng. 2023;8(3):49-59. doi: 10.11648/j.jccee.20230803.12

Copy | Download

@article{10.11648/j.jccee.20230803.12,
  author = {Adal Mengesha Yimer},
  title = {Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {8},
  number = {3},
  pages = {49-59},
  doi = {10.11648/j.jccee.20230803.12},
  url = {https://doi.org/10.11648/j.jccee.20230803.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20230803.12},
  abstract = {Now adays, due to architectural and structural requirements, complicated tall and slender buildings with various corner configurations and cross-sectional shapes are emerged, which are difficult to design using the existing wind load standards as well as using available software packages. For such conditions, an experimental study is the best solution to develop new standards and solve such design limitations. In this study a total of five rigid plywood models of equal height are prepared at a scale of 1:100, the principal model is a rectangular building with the geometry of B*D*H, 200mm*300mm*500mm and other models are vertically chamfered edges as B/8, B/4, 3B/8, and B/2. In properly designed open rectangular boundary layer wind tunnel with 2m*2m*15m simulation section at IIT Roorkee, India. The model is placed on the top floor and the mean wind velocity profile of approaching flow 9.61m/sec corresponding to terrain Category-II is allowed to pass through the circuit and various digital signal readings are taken at various wind incidences then converted to forces, moment, coefficients and results are compared with existing codes. As vertical chamfering size increases, twisting and torsional moment increases, drag force coefficient and lift-force coefficient increase due to the slenderness of the chamfered building compared with the principal building.},
 year = {2023}
}

Copy | Download

TY  - JOUR
T1  - Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge
AU  - Adal Mengesha Yimer
Y1  - 2023/07/06
PY  - 2023
N1  - https://doi.org/10.11648/j.jccee.20230803.12
DO  - 10.11648/j.jccee.20230803.12
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 49
EP  - 59
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20230803.12
AB  - Now adays, due to architectural and structural requirements, complicated tall and slender buildings with various corner configurations and cross-sectional shapes are emerged, which are difficult to design using the existing wind load standards as well as using available software packages. For such conditions, an experimental study is the best solution to develop new standards and solve such design limitations. In this study a total of five rigid plywood models of equal height are prepared at a scale of 1:100, the principal model is a rectangular building with the geometry of B*D*H, 200mm*300mm*500mm and other models are vertically chamfered edges as B/8, B/4, 3B/8, and B/2. In properly designed open rectangular boundary layer wind tunnel with 2m*2m*15m simulation section at IIT Roorkee, India. The model is placed on the top floor and the mean wind velocity profile of approaching flow 9.61m/sec corresponding to terrain Category-II is allowed to pass through the circuit and various digital signal readings are taken at various wind incidences then converted to forces, moment, coefficients and results are compared with existing codes. As vertical chamfering size increases, twisting and torsional moment increases, drag force coefficient and lift-force coefficient increase due to the slenderness of the chamfered building compared with the principal building.
VL  - 8
IS  - 3
ER  -

Copy | Download

Author Information

Adal Mengesha Yimer

Civil Engineering Department, Gafat Institute of Technology, Debre Tabor University, Debre Tabor, Ethiopia

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Adal Mengesha Yimer. (2023). Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. Journal of Civil, Construction and Environmental Engineering, 8(3), 49-59. https://doi.org/10.11648/j.jccee.20230803.12

Copy | Download

ACS Style

Adal Mengesha Yimer. Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. J. Civ. Constr. Environ. Eng. 2023, 8(3), 49-59. doi: 10.11648/j.jccee.20230803.12

Copy | Download

AMA Style

Adal Mengesha Yimer. Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge. J Civ Constr Environ Eng. 2023;8(3):49-59. doi: 10.11648/j.jccee.20230803.12

Copy | Download

@article{10.11648/j.jccee.20230803.12,
  author = {Adal Mengesha Yimer},
  title = {Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {8},
  number = {3},
  pages = {49-59},
  doi = {10.11648/j.jccee.20230803.12},
  url = {https://doi.org/10.11648/j.jccee.20230803.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20230803.12},
  abstract = {Now adays, due to architectural and structural requirements, complicated tall and slender buildings with various corner configurations and cross-sectional shapes are emerged, which are difficult to design using the existing wind load standards as well as using available software packages. For such conditions, an experimental study is the best solution to develop new standards and solve such design limitations. In this study a total of five rigid plywood models of equal height are prepared at a scale of 1:100, the principal model is a rectangular building with the geometry of B*D*H, 200mm*300mm*500mm and other models are vertically chamfered edges as B/8, B/4, 3B/8, and B/2. In properly designed open rectangular boundary layer wind tunnel with 2m*2m*15m simulation section at IIT Roorkee, India. The model is placed on the top floor and the mean wind velocity profile of approaching flow 9.61m/sec corresponding to terrain Category-II is allowed to pass through the circuit and various digital signal readings are taken at various wind incidences then converted to forces, moment, coefficients and results are compared with existing codes. As vertical chamfering size increases, twisting and torsional moment increases, drag force coefficient and lift-force coefficient increase due to the slenderness of the chamfered building compared with the principal building.},
 year = {2023}
}

Copy | Download

TY  - JOUR
T1  - Modification on Static Response Under Wind Load: Effects of Rectangular Tall Building Vertical Chamfered Edge
AU  - Adal Mengesha Yimer
Y1  - 2023/07/06
PY  - 2023
N1  - https://doi.org/10.11648/j.jccee.20230803.12
DO  - 10.11648/j.jccee.20230803.12
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 49
EP  - 59
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20230803.12
AB  - Now adays, due to architectural and structural requirements, complicated tall and slender buildings with various corner configurations and cross-sectional shapes are emerged, which are difficult to design using the existing wind load standards as well as using available software packages. For such conditions, an experimental study is the best solution to develop new standards and solve such design limitations. In this study a total of five rigid plywood models of equal height are prepared at a scale of 1:100, the principal model is a rectangular building with the geometry of B*D*H, 200mm*300mm*500mm and other models are vertically chamfered edges as B/8, B/4, 3B/8, and B/2. In properly designed open rectangular boundary layer wind tunnel with 2m*2m*15m simulation section at IIT Roorkee, India. The model is placed on the top floor and the mean wind velocity profile of approaching flow 9.61m/sec corresponding to terrain Category-II is allowed to pass through the circuit and various digital signal readings are taken at various wind incidences then converted to forces, moment, coefficients and results are compared with existing codes. As vertical chamfering size increases, twisting and torsional moment increases, drag force coefficient and lift-force coefficient increase due to the slenderness of the chamfered building compared with the principal building.
VL  - 8
IS  - 3
ER  -

Copy | Download