This study is to evaluate the reinforcement details of reinforced concrete special shear wall systems. The use U-shaped transverse reinforcement and relaxed reinforcement regulations within special boundary elements in shear wall is shown to improve the construction issue caused by over-design by borrowing architectural structural standards in strong earthquake area. This result will give a basis for improving the performance of shear walls with use of U-type transverse bars.

Abstract
 1. 서 론
 1. 서 론
 2. 특수전단벽 경계요소 상세설계
 3. 결 론
 참고문헌

• 김민지(조선대학교 대학원 건축공학과) | Kim Min-Ji
• 조창근(조선대학교 건축학부) | Cho Chang-Geun 교신저자