This study developed a consecutive convexo-concave shaped shear reinforcement approach as an alternative for transverse crossties in basement walls. Test results revealed that the developed shear reinforcement is more favorable to restricting the opening of the inclined cracks and enhancing the shear capacity of the basement wall when compared with the conventional crossties.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험 결과 및 분석
 4. 결 론
 참고문헌

• 양근혁(경기대학교 건축공학과) | Yang, Keun Hyeok
• 엄태욱(경기대학교 창의공과대학 건축공학과) | Ume, Tae Wook 교신저자