This paper proposes a safety performance evaluation method that combines damage probabilities based on the results of collapse analysis and seismic motion exceedance probabilities for each region. This method is a more detailed evaluation method than general seismic diagnosis by taking into account the occurrence of building collapse behavior. The safety performance of buildings can be provided quantitatively and in a form that is easy for occupants to understand. In addition, the results of the application of this method to wooden houses connecting with seismic shelter are presented.
