Current seismic design provisions such as ASCE 7-10 provide criteria for selecting ground motions for conducting response history analysis. This study is the sequel of a companion paper (I – Ground Motion Selection) for assessment of the ASCE 7-10 criteria. To assess of the ASCE 7-10 criteria, nonlinear response history analyses of twelve single degree of freedom (SDF) systems and one multi-degree of freedom (MDF) system are conducted in this study. The results show that the target seismic demands for SDF can be predicted using the mean seismic demands over seven and ten ground motions selected according to the proposed method within an error of 30% and 20%, respectively

• 하성진(한국전력공사 전력연구원) | Seong Jin Ha (Korea Electric Power Research Institute)
• 한상환(한양대학교 건축공학과) | Sang Whan Han (Department of Architecture, Hanyang University)
• 오장현(한양대학교 건축공학과) | Jang Hyun Oh (Department of Architecture, Hanyang University)