In a series of wind tunnel tests, the wind-induced stresses in cooling
towers situated in an arrangement of typical power plant buildings, a
re investigated and compared to the stresses in an isolated tower. Int
erference factors are developed to quantify the stress increase due to
the group effect. it is found that the stresses respond rather non-un
iformly to interference, particularly when the distance to adjacent bu
ildings is small and the effect of interference is strong. In order to
account for the additional stresses, a global increase may be applied
to the wind load, which, however, is only reasonable for moderate int
erference. (C) 1998 Elsevier Science Ltd. All rights reserved.