Cyclic test was conducted by two kinds of specimens : single panel and double panels. Cyclic test results, which were equivalent to static test results, showed that maximum load was 45.42kN, allowable shear load was 6.3kN/m. Furthermore the accumulated energy dissipation capability for double panels was as 2.3 times as that for single panel. From performance of structural tests, the allowable shear load for panels was suggested to be at least 6.1kN/m.

ABSTRACT
 1. 서 론
 2. 시험 및 결과분석
  2.1 시험방법
 3. 반복가력 시험결과 분석
  3.1 시험체(SIPC-D) 분석 결과
  3.2 시험체(SIPC-B) 분석 결과
 4. 결론
 참고 문헌

• 나환선(한국전력공사) | Nah Hwan-Seon
• 이현주(한국전력공사) | Lee Hyeon-Joo
• 최성모(서울시립대학교 건축공학과) | Choi Seong-Mo