The purpose of this study is to present a method that can estimate the height of reaction facilities for large structural experiment through load flow as primary design procedure. The characteristic of the load transmission according to the type of experiment was analyzed to obtain tensile and compressive forces occurring on the reaction facilities. Strong walls that are affected by the bending moment is applied the post-tensioning method, and the strong floor under the control of the tension and compression is designed in accordance with the load flow. And the optimum cross-section of the reaction facilities was obtained by comparing the stresses of the tensile stress and crack the concrete. Through validating elastic analysis, the design results were satisfied a given design conditions.

1. 서론
 2. 반력구조물의 특성과 사례
  2.1 계획적 특성
  2.2 해외사례
 3. 반력구조물의 설계
  3.1 반력구조물의 하중특성
  3.2 하중흐름
  3.3 반력상의 규모 산정
 4. 반력구조물 설계예
  4.1 규모계획
  4.2 반력상 설계
  4.3 반력벽 설계
  4.4 탄성해석 검증
 5. 결론
 감사의 글
 References

• 이성은(제주한라대 마사학부 조교수) | Lee Sung-Eun
• 고동우(제주대학교 건축학부 부교수) | Ko Dong-Woo