Testing of Residential Homes under Wind Loads

Aerodynamic testing of low-rise structures is fraught with difficulties that can be the cause of large measurement errors, resulting in the underestimation of aerodynamic pressures by a factor of as much as two. The errors are primarily attributable to the inadequate knowledge and simulation of wind flows affecting low-rise buildings, especially residential homes in suburban environments. A type of aerodynamic testing of sufficiently small low-rise structures is explored that does not entail the simulation of the turbulence intensity and integral turbulence scales. That type of testing would offer several advantages: eliminating a major cause of discrepancies among measurements conducted in different laboratories, allowing the use of larger model scales, and allowing testing in both typical commercial wind tunnels and in open jet facilities of the Wall of Wind (WoW) type. Preliminary tests based on data obtained at the University of Western Ontario wind tunnel and the Florida International University large-scale six-fan WoW facility suggest that the proposed type of testing yields systematically conservative results for the specialized type of measurements considered herein. In most cases, but not all, the degree of conservatism is modest. The results appear to be of sufficient interest to warrant additional research.

[1]  M. Powell,et al.  Reduced drag coefficient for high wind speeds in tropical cyclones , 2003, Nature.

[2]  H. Kawai,et al.  Structure of conical vortices related with suction fluctuation on a flat roof in oblique smooth and turbulent flows , 1997 .

[3]  G. T. Csanady,et al.  On the `Resistance Law' of a Turbulent Ekman Layer. , 1967 .

[4]  Arindam Gan Chowdhury,et al.  Development of devices and methods for simulation of hurricane winds in a full-scale testing facility , 2009 .

[5]  Joseph A. Main,et al.  Wind Effects on Low-Rise Buildings : Database-Assisted Design vs . ASCE 705 Standard Estimates , 2008 .

[6]  Emil Simiu,et al.  Design of Buildings and Bridges for Wind: A Practical Guide for ASCE-7 Standard Users and Designers of Special Structures , 2006 .

[7]  T.C.E. Ho,et al.  The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data , 2005 .

[8]  Fahim Sadek,et al.  Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Design , 2002 .

[9]  J. Kaimal,et al.  Spectral Characteristics of Surface-Layer Turbulence , 1972 .

[10]  Arindam Gan Chowdhury,et al.  Hurricane Wind Power Spectra, Cospectra, and Integral Length Scales , 2008 .

[11]  Joseph A. Main,et al.  Wind Effects on Low-Rise Metal Buildings: Database-Assisted Design versus ASCE 7-05 Standard Estimates , 2010 .

[12]  A. G. Davenport,et al.  The relationship of wind structure to wind loading , 1966 .

[13]  Chris Letchford,et al.  International Comparison of Wind Tunnel Estimates of Wind Effects on Low-Rise Buildings: Test-Related Uncertainties , 2008 .

[14]  G. Kopp,et al.  The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 2. Comparison of data with wind load provisions , 2005 .