We investigated the characteristics of seismic ground motions that cause serious damage to wooden houses with high strength, and the conditions under which they occur. We found that such seismic ground motions had large 0.5-1 second responses, and when the 0.5-1 second acceleration response exceeds 1800 cm/s 2 with a damping constant of 5%, they brought about severe damage to wooden houses with high strength. However, such seismic motions rarely occurred in the past. Therefore, we investigated the conditions under which such seismic motions occurred using KiK-net station records. We found that such seismic motions occurred in the condition that the average shear wave velocity in the surface layer of 30 m is about 200 to 400 m/s, which accounts for half of the whole, and the peak ground acceleration at the engineering bedrock is more than 300 cm/s 2 . Therefore, such seismic motions will likely occur in the future.