This study aims to evaluate the structural safety of a structural thermal barrier, installed inside the structure of a building and performed the role of a load-bearing element and an insulation simultaneously, contributing to the realization of net-zero buildings. To ensure the reliability of the analysis model, the analysis results derived from LS-DYNA were compared with the experimental results. Based on the results shown through the flexural experiment, the reliability of the thermal cross-section insulation structure model for slabs was validated. In addition, the effect of the UHPC block on the load support performance and its contribution to vertical deflection was verified.

1. 서론
2. 열교차단시스템의 형태와 역학적 특성
3. 실험계획
    3.1 슬래브용 열교차단 단열구조체의 설계 계획
    3.2 가력 계획
    3.3 계측 계획
4. 실험결과
5. 유한요소해석을 통한 성능예측
    5.1 해석 모델링 개요 및 물성치 선정
    5.2 유한요소해석 결과
    5.3 휨모멘트와 처짐 관계
    5.4 UHPC 블록 유무에 따른 처짐 크기 비교
6. 결론
감사의 글

• 김재영(학생회원, 세종대학교 건축공학과 딥러닝 건축연구소, 석사과정) | Kim Jae Young (Deep Learning Architecture Research Center, Dep. of Architectural Engineering, Sejong University)
• 이가윤(회원, 세종대학교 건축공학과 딥러닝 건축연구소, 박사 후 연구원) | Lee Ga Yoon (Deep Learning Architecture Research Center, Dep. of Architectural Engineering, Sejong University)
• 유영종(정회원, ㈜정양SG, 연구소장) | Yoo Young Jong (Jeong Yang SG, Laboratory chief)
• 안상희(정회원, ㈜정양SG, 책임연구원) | An Sang Hee (Jeong Yang SG, Responsible researcher)
• 이기학(정회원, 세종대학교 건축공학과 딥러닝 건축 연구소 교수, 공학박사) | Lee Kihak (Deep Learning Architecture Research Center, Dep. of Architectural Engineering, Sejong University) Corresponding author