The purpose of this study is to evaluate the flexural performance of the SCP module fabricated using 40 MPa high-filling concrete and to verify the design flexural load presented in the INCA guidance of DNV. As a result, the maximum flexural load of the SCP module obtained through the structural test was 872 kN, the design flexural load and ultimate load were satisfied.

Abstract
 1. 서 론
 2. 실험방법
 3. 실험결과 및 고찰
 4. 결 론
 참고문헌

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