In this study is experiment result of reinforced concrete squat shear walls with deformation capacity and structural strengthening performance. In order to evaluate the seismic performance of squat shear walls, slits with opening was used as a variables. The experimental results show that ductility capacity of reinforced concrete squat shear wall with slits is superior compared to normal reinforced concrete squat shear wall

• 임원균(충남대학교 건축공학과 석사과정) | Lim, Won Gyun
• 어중걸(충남대학교 건축공학과 석사과정) | Yu, Zhong Jie
• 강수원(충남대학교 건축공학과 석사과정) | Kang, Su Won
• 윤현도(충남대학교 건축공학과 교수, 공학박사) | Yun, Hyun Do Corresponding Author