“…It is well recognised from the damage surveys following tropical cyclone Tracy (Walker, 1975), Winifred (Walker et al, 1988), Iniki (Fujita, 1993), Hurricanes Hugo (National Research Council, 1994), Marilyn (Wernly, 1996) and Fabian (Mueller et al, 2006) that structures located on hillsides and hilltops are more susceptible to wind damage than those located at lower elevations (Powell and Houston, 1998). The phenomenon that flow accelerates near the crests of hills with a flow separation bubble extending downwind on the lee side is also evident in the studies investigating the influence of hills and escarpments on wind flow (Powell and Houston, 1998;Schofield et al, 2010). It is therefore necessary to include the topography multiplier to assess topographically induced wind gusts.…”