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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Reduction of Wind Loads on Ventilated Exterior Wall System Due to Gaps Provided in the Outer Wall
Yasushi Uematsu1 and Keijiro Hosokawa2
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DOI:10.17265/1934-7359/2025.12.002
1. New Industry Creation Hatchery Center, Tohoku University, Sendai 980-8579, Japan 2. NTT Urban Development, Tokyo 101-0021, Japan
This paper investigates wind
load reduction of ventilated exterior wall
system, which has a ventilation layer behind
the outer wall, by installing equally spaced horizontal
gaps in the outer wall.
The wind force on the outer wall
is provided by the difference between the external pressure and the pressure in
the ventilation layer (layer pressure). The gaps reduce the net wind forces on the outer wall due to pressure equalization. External pressures are
obtained from a wind tunnel experiment using a scale model of the building, while the layer pressures are obtained
from a numerical simulation using the unsteady Bernoulli equation applied to the
gap flows and the cavity
flows in the ventilation layer.
The effects of gap widthg
and gap spacingsQUOTE g
on the layer
pressures are examined. The results indicate
that the larger the gap width and/or the smaller the gap spacing, the greater the
reduction in wind forces on the outer wall. However,
the layer pressures, which
act on the interior wall as external pressures, increase in magnitude. Discussion is made of the optimal combination ofg
ands
, which effectively reduces the wind forces on the outer wall without increasing
the magnitude of layer pressures as much.
Ventilated exterior wall system, wind load, gap, wind tunnel experiment, numerical simulation, unsteady Bernoulli equation, pressure equalization
Yasushi Uematsu, Keijiro Hosokawa. (2025). Reduction of Wind Loads on Ventilated Exterior Wall System Due to Gaps Provided in the Outer Wall. Journal of Civil Engineering and Architecture, December 2025, Vol. 19, No. 12, 572-582.
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