Modular construction is an economical and efficient construction that reduces time and costs by manufacturing units in factories and constructing them on site. Currently, the demand for modular construction is increasing not only abroad but also domestically. As the demand for modular construction increases, a lot of development and research on connections between modular units are being conducted. Connections between modular units should be quick and simple to assemble when assembling units on site, and should be in a form that allows each unit to be connected regardless of direction. In addition, it must be able to exert sufficient strength against external loads. In this study, a connection between modular units using connecting steel plates and bolts was proposed, and the nonlinear behavior of the connection to external lateral force was analyzed through finite element analysis, and resistance performance was evaluated.

Abstract
1. 서론
2. 유한요소해석 검증
    2.1 접합부의 이론적 검증
    2.2 모듈러 유닛 간 접합부의 해석적 검증
3. 모듈러 유닛 간 접합부 제안
    3.1 접합부 소개
    3.2 Cruciform Connector FEA Model
    3.3 해석 결과 및 고찰
4. 결론
감사의 글
References

• 김현구(서울과학기술대학교 건축과, 석사과정) | Kim Hyeon-Gu (Department of Architecture, Seoul National University of Science and Technology)
• 유정한(서울과학기술대학교 건축학부 교수, 공학박사) | Yoo Jung-Han (School of Architecture, Seoul national university of Science and Technology) Corresponding author