Reports on a comprehensive wind tunnel study of low-rise buildings at the University of Western Ontario, aimed at the definition of simple code specifications for the wind loading of such buildings. Describes an innovative technique for determining spatially-averaged time varying wind loads over various tributary areas of a structure. This data has been processed by computer to produce a time-history of more generalized loadings. Measurements have been carried out in turbulent flow conditions characteristic of thenatural wind.
A major study of wind loads on low-rise buildings has culminated in a relatively simple formulation for the wind loading for such structures. These proposed load requirements reflect many important aspects of the wind action, such as the predominance of unsteady loads, the reduction in effective loading with increased tributary area, and the provision of separate sets of loads, intended to be used together, for design of primary structural members.
This practice represents a standardized technique for measuring air leakage rates through a building envelope under controlled pressurization or evacuation, and is applicable to small temperature differentials and low-wind pressure conditions. It is primarily intended for use in one- story buildings.
Reviews the important variables which need to be known when analyzing wind loads on low buildings. These include reference height, roof angle, end zones, internal pressures and openings, surrounding terrain and buildings.
Describes a covariance integration method for the determination of fluctuating overall structural loads due to wind and their effects on low rise buildings. The required aerodynamic information can be obtained from boundary-layer wind tunnel tests: static structural influence coefficients are also required. Themethod is an alternative to the direct on-line weighting technique, but is less demanding on wind tunnel instrumentation and data acquisition facilities. To obtain peak values, Gaussian probability distributions have been assumedfor the loads or their effects.
Reports wind tunnel measurements of the wind-induced internal pressures of models of low-rise buildings of different geometry and internal volume. Three different uniform porosities (0.0 0.5 and 3.0% of the total surface area) have been examined in combination with openings in a wall ranging from 0 to 100% of that wall's area. Two terrain roughnesses were used corresponding to open country and suburban regions.< Finds that internal pressures are variable but generally lower than local external pressures.
Presents the results of a series of wind tunnel tests in which the surface pressure fields of low-rise buildings have been studied. These tests start with an examination of how the body shape influences the surface pressures for a range of isolated bodies. The test results then go on to describe how theparameters which describe an array of such model buildings influence the surface pressures.
Reviews current and past air infiltration research related to low-rise residential structures. Discusses measurement techniques, case studies, techniques for detecting and reducing air infiltration in new and existing houses, occupant effects on air change rates and indoor air quality. Two appendices give respectively over 100 references and a print-out of the Lawrence Berkeley Laboratory's air infiltration bibliography.
Reports comparisons between wind pressures measured on two low-rise experimental buildings and pressures measured on wind-tunnel models of those buildings. For the experimental building at Aylesbury, comparisons are made between thefull-scale pressures obtained by the Building Research Establishment and those of model tests at 1: 500 scale carried out by the University of Western Ontario, Canada and at 1 :50 scale by Virginia Polytechnic Institute and State University (V.P.l.S.U.). The second experimental building, constructed by V.P.l.S. U.
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