As an alternative to coupling beam in shear wall system, application of the damper which can dissipate energy is increasing. In this study, lintel beam type steel damper which is simple to construct and change depending on design load was proposed. Cyclic loading test was conducted to compare reinforced concrete coupling beam and lintel beam type steel damper. The test results showed that lintel beam type steel damper has higher initial stiffness and energy dissipation capacity than reinforced concrete coupling beam.

Abstract
 1. 서론
 2. 인방형 강재댐퍼 형상제안
  2.1 인방형 강재댐퍼 구성요소
  2.2 인방형 강재댐퍼 설계
 3. 실험계획
  3.1 사용재료
  3.2 시험체 상세
  3.3 실험 방법
 4. 실험 결과
  4.1 시험체 균열 및 파괴양상
  4.2 하중-변위 곡선
  4.3 에너지 소산능력
 5. 결론
 감사의 글
 References

• 노경민(경희대학교 건축공학과, 석사과정, Architectural Engineering, Kyung Hee University) | Ro, Kyong Min
• 김민숙(경희대학교 건축공학과 학술연구교수, Architectural Engineering, Kyung Hee University) | Kim, Min Sook
• 이영학(경희대학교 건축공학과 교수, Architectural Engineering, Kyung Hee University) | Lee, Young Hak 교신저자