The purpose of this study is to determine the force and deformation of the ceiling system according to the characteristics seismic wave and damping through the seismic response analysis. Assuming the ceiling system to Single Degree of Freedom(SDF) uses the CANNY in an analysis program. Period divided by the range based on the predominant period of seismic analysis is performed. Variables are seismic wave and damping. If the seismic wave in predominant period of less than 1 second is getting longer than predominant period of more than 1 second response acceleration was significantly reduced. Also, the larger the damping was found that the response acceleration and the displacement decreases.

• 박정한(부산대학교 건축공학과 석사과정) | Park, Jung Han
• 한고은(부산대학교 지진방재연구센터, 공학박사) | Han, Go Eun
• 백은림(부산대학교 건축공학과 박사과정) | Baek, Eun Lim
• 이상호(부산대학교 건축공학과 교수, 공학박사) | Lee, Sang Ho 교신저자