Jd. Holmes et al., OPTIMIZED DESIGN OF A LOW-RISE INDUSTRIAL BUILDING FOR WIND LOADS, Journal of wind engineering and industrial aerodynamics, 57(2-3), 1995, pp. 391-401
The design of low-rise structures for wind loads is normally based on
quasi-steady wind loads, obtained from design codes which usually over
estimate the peak structural load effects, such as bending moments, ax
ial forces and the base reactions. The work described in this paper ut
ilised existing statistical wind tunnel data obtained for 5 degrees ro
of pitch, low-rise buildings and performed frame designs optimised for
the wind data.