Wind interference study for the leeward relative orientation of the interfering building

The effect of wind interference is studied in the present research work due to the presence of an interfering building on the leeward side, having a variation in the relative orientation with respect to the principal building. Principal and interfering buildings have the same rectangular cross-section with an aspect ratio of 1:3. Experimentation is undertaken in a boundary layer wind tunnel, the principal and interfering buildings are closely located and the relative orientation of the interfering building is varied. Force and pressure measurements are undertaken independently. Force measurement results reveal that the across-wind force gets enhanced to 23.66 times the value observed under the isolated condition. Similarly, the torsional moment gets enhanced to 19.29 times the value observed under the isolated condition. Wind pressure contours on the leeward face of the principal building give a very interesting pattern of both suction and wind pressure acting on the face simultaneously.

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Publication Details

Journal
Canadian Journal of Civil Engineering
Published
2026-04-06
DOI
https://doi.org/10.1139/cjce-2025-0310
Primary Topic
Wind and Air Flow Studies
Type
article
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article

Wind interference study for the leeward relative orientation of the interfering building

Ashok Kumar Ahuja, Bharat Singh Chauhan, Govind Gaurav, Anupam Chakrabarti
Canadian Journal of Civil Engineering
Wind and Air Flow Studies
article

Wind interference study for the leeward relative orientation of the interfering building

Ashok Kumar Ahuja, Bharat Singh Chauhan, Govind Gaurav, Anupam Chakrabarti
article en

Abstract

The effect of wind interference is studied in the present research work due to the presence of an interfering building on the leeward side, having a variation in the relative orientation with respect to the principal building. Principal and interfering buildings have the same rectangular cross-section with an aspect ratio of 1:3. Experimentation is undertaken in a boundary layer wind tunnel, the principal and interfering buildings are closely located and the relative orientation of the interfering building is varied. Force and pressure measurements are undertaken independently. Force measurement results reveal that the across-wind force gets enhanced to 23.66 times the value observed under the isolated condition. Similarly, the torsional moment gets enhanced to 19.29 times the value observed under the isolated condition. Wind pressure contours on the leeward face of the principal building give a very interesting pattern of both suction and wind pressure acting on the face simultaneously.

Canadian Journal of Civil Engineering
Indian Institute of Technology Roorkee (IN), Central Building Research Institute (IN)
Affordable and clean energy
Openalex Percentile: Top 24%
Wind and Air Flow Studies
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Wind interference study for the leeward relative orientation of the interfering building — Ashok Kumar Ahuja, Bharat Singh Chauhan, et al. · Canadian Journal of Civil Engineering (2026) | TGRS Research Map | TGRS