<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The sway of tall buildings in the wind is a fascinating and crucial consideration for professionals in the structural, environmental, and architectural fields. Previous research has related wind pressure to building load and natural ventilation, but few studies have looked at how building dimensions impact wind pressure. This study examined wind pressure coefficient distributions within and around several rectangular-shaped high-rise buildings using experimental and computational fluid dynamics approaches. The height-to-width ratio and height-to-thickness (length) ratio significantly affected the wind characteristics of buildings. The windward side with a narrower width experienced higher wind pressure, while the larger leeward side experienced a more negative wind effect. Wind pressure coefficient distribution varies with decrease in the side ratio. However, the side ratio of the building had little influence on positive wind pressure at wind incidence angle of 0°, which was a surprising finding. Pressure coefficients were evaluated and compared with standards by measuring fluctuating wind pressures at pressure points on all surfaces of models, and then calculating the mean, maximum, minimum, and r.m.s. values of these coefficients.</p>
</abstract>

The sway of tall buildings in the wind is a fascinating and crucial consideration for professionals in the structural, environmental, and architectural fields. Previous research has related wind pressure to building load and natural ventilation, but few studies have looked at how building dimensions impact wind pressure. This study examined wind pressure coefficient distributions within and around several rectangular-shaped high-rise buildings using experimental and computational fluid dynamics approaches. The height-to-width ratio and height-to-thickness (length) ratio significantly affected the wind characteristics of buildings. The windward side with a narrower width experienced higher wind pressure, while the larger leeward side experienced a more negative wind effect. Wind pressure coefficient distribution varies with decrease in the side ratio. However, the side ratio of the building had little influence on positive wind pressure at wind incidence angle of 0°, which was a surprising finding. Pressure coefficients were evaluated and compared with standards by measuring fluctuating wind pressures at pressure points on all surfaces of models, and then calculating the mean, maximum, minimum, and r.m.s. values of these coefficients.

CFD and Experimental Investigation of the Impact of Dimensional Modifications on Wind Pressure Coefficient Distribution

Structure and Environment

This work is licensed under the Creative Commons Attribution 3.0 Public License.

The sway of tall buildings in the wind is a fascinating and crucial consideration for professionals in the structural, environmental, and architectural fields....

CFD and Experimental Investigation of the Impact of Dimensional Modifications on Wind Pressure Coefficient Distribution

Data publikacji: 02 lut 2024

Zakres stron: 208 - 216

DOI: https://doi.org/10.30540/sae-2023-018

Słowa kluczowe
Computational Fluid Dynamics, Wind pressure coefficient, Building dimensions, Windward, Leeward, Side Ratio

© 2023 Ramjan Ali et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 3.0 Public License.

CFD and Experimental Investigation of the Impact of Dimensional Modifications on Wind Pressure Coefficient Distribution

Data publikacji: 02 lut 2024

Zakres stron: 208 - 216

DOI: https://doi.org/10.30540/sae-2023-018

Słowa kluczoweComputational Fluid Dynamics, Wind pressure coefficient, Building dimensions, Windward, Leeward, Side Ratio

© 2023 Ramjan Ali et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 3.0 Public License.

Słowa kluczowe
Computational Fluid Dynamics, Wind pressure coefficient, Building dimensions, Windward, Leeward, Side Ratio