비선형정적해석을 이용한 철근콘크리트 전단벽 건물의 성능평가

This study evaluated the performance of a RC shear wall building designed to be ordinary shear wall system in KBC 2005. MIDAS GEN was used to operate nonlinear static analysis for the evaluation. Performance evaluation procedure followed the guideline of Korea Infrastructure Safety and Technology Corporation. As the result of this study, the ordinary shear wall building satisfied the target performance of Life Safety. However, several link beam members did not satisfy the target so that structural engineers should pay attention to deformation capability of the link beams in design process.