This paper intends to analyze the behavior characteristics of steel storage racks according to the constraints conditions by external loads such as seismic loads. In order to achieve these goals, the steel storage racks generally used in Korea were selected as target structures and shaking table tests were conducted. In order to confirm the behavior according to the constraints conditions, the foundation of the steel storage racks was constructed with three conditions (1 bolt, 4 bolts, fixed) and the experiment was carried out. As a result of the analysis of the data obtained through the experiment, it was confirmed that additional damper installation is needed rather than changing the condition of the bottom plate in order to secure the safety of the steel storage racks.

• 허광희(건양대학교 해외건설플랜트학과) | Heo GwangHee
• 박건희(건양대학교 재난안전공학과) | Park GoenHee
• 주요한(건양대학교 재난안전공학과) | Ju YuHan
• 박채린(건양대학교 재난안전공학과) | Park ChaeRin
• 김충길(건양대학교 공공안전연구소) | Kim ChungGil 교신저자