Describes method for calculating the adventitious ventilation of a building using information from a pressurization test. The method requires a knowledge of the surface pressures on a building, calculated from wind speed and direction, the inside-outside temperature difference, and the distribution and characteristics of openings in the building shell. Applies formulae to threebuildings and finds a great dependence of infiltration on wind direction. Discusses the effect of wind and stack effect, separately and combined.
The wind pressures on a building can be decreased by a shelter hedge. Gives results of wind tunnel tests which show how this shelter effect depends on the distance between hedge and house, and on the wind direction.
Presents further measurements of wind pressures on models of the experimental Aylesbury house of the Building Research Establishment (U.K.). following a previous paper in which mean pressure coefficients only were compared, this stud compares fluctuating pressures as well. In these tests, the upwind hedges of the full scale site were modelled, but found to cause little difference to the velocity profiles and to the measured pressures.
Reports pressure measurements made on five shapes of glasshouses, under natural wind conditions and generally over a 90 deg. range of direction. Gives pressure coefficients from 48 tapping points for four different glasshouses.
Reports full-scale studies of wind pressures on a tall prismatic building under a strong wind. Discusses correlations of the wind and wind pressures, periodic changes which may be caused Karmon vortices and well correlated ranges of the wind pressure.
Reports the results of three programmes of measurements of ventilation carried out in one-family houses, which in most cases were of the 'council house' type. The first programme measured ventilation rates using tracer gasin two houses room by room. Wind speed and direction were recorded but no general relation between ventilation and wind was found. The second measured ventilation rate in individual rooms in a house under six different wind conditions. The third measured ventilation rates in three identical homes.
Describes apparatus and experimental techniques for full and model scale measurements on test buildings. Discusses "blocking effect" of a large model in a small tunnel. Shows that model law derived in part one is valid forphenomena dependent on wind velocity. Compares model to full-scale tests. Discusses air flow around a house, pressure on walls and different types of roofs
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.
Reports measurements of wind pressure distributions on a model of tall building made in a turbulent wind tunnel with a velocity gradient. The wind pressure distributions in a constant uniform velocity field were also measured and the differences in thepatterns of pressure distributions due to the effects of velocity gradient were observed at lower part of the model.< Also describes measurement of natural wind pressures and glass strains on a 36 storey office building. Finds inter alia considerably large pressure fluctuations of short gusts although average pressures are small.
Reports measurements made of the wind pressure over a model of the Empire State Building as affected by the presence of neighboring models simulating buildings which might be erected on the adjacent blocks. Finds that while the pressure on certain faces of the building was increased somewhat by the presence of neighbouring structures, the resultant of pressure on the windward face and suction on the lee face was decreased. The decrease was greatest when the shielding structure was close by and directly upstream.
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