A tensegrity module structure is suitable type for spatial structures. Because the tensegrity is composed of set of discontinuous compressive elements (struts) floating within a net of continuous tensile elements (cables), the system can provide the basis for lightweight and strong. However, despite the advantages of tensegrities, design and fabrication of the systems have difficulty because of form-finding methods, pin-connection and the control of prestress. In this paper, the new pin-connection method was invented to make the tensegrity module. The production process and practical implementation of uniformly compressed the tensegrity structures by using a UTM are described. Experiments showed the mechanical response and failure aspects of the tensegrity system.

Abstract
1. 서론
2. 기본 모듈 및 수치 해석
    2.1 4중 스트럿 텐세그리티 모듈
    2.2 내력 탐색
3. 제작
    3.1 고안된 핀 접합 방법
    3.2 4중 스트럿 텐세그리티 모듈 제작
4. 실험 및 결과
    4.1 재료 시험
    4.2 정적 가력 실험
    4.3 파괴 양상
5. 결론
References

• 이승혜(세종대학교 건축공학과) | Lee Seunghye (Dept. of Architectural Engineering, Sejong Univ.)
• 정진우(코스피(주)) | Jeong Jinwoo (COSPi)
• 안승환(코스피(주)) | Ahn Seungwhan (COSPi)
• 이재홍(세종대학교 건축공학과) | Lee Jaehong (Dept. of Architectural Engineering, Sejong Univ.) 교신저자