Wind and Structures
Volume 16, Number 1, 2013, pages 117-136
DOI: 10.12989/was.2013.16.1.117
Field studies of wind induced internal pressure in a warehouse with a dominant opening
T.K. Guha, R.N. Sharma and P.J. Richards
Abstract
A field study of wind-induced internal pressures in a flexible and porous industrial warehouse
with a single dominant opening, of various sizes for a range of moderate wind speeds and directions, is
reported in this paper. Comparatively weak resonance of internal pressure for oblique windward opening
situations, and hardly discernible at other wind directions, is attributed to the inherent leakage and flexibility
in the envelope of the building in addition to the moderate wind speeds encountered during the tests. The
measured internal pressures agree well with the theoretical predictions obtained by numerically simulating
the analytical model of internal pressure for a porous and flexible building with a dominant opening. Ratios
of the RMS and peak internal to opening external pressures obtained in the study are presented in a
non-dimensional format along with other published full scale measurements and compared with the
non-dimensional design equation proposed in recent literature.
Key Words
internal pressure; warehouse; field study; Helmholtz resonance; leakage; flexibility; porous and flexible building; non-dimensional design equation
Address
T.K. Guha, R.N. Sharma and P.J. Richards : Department of Mechanical Engineering, The University of Auckland, Private Bag 92019, Auckland, New Zealand