This paper is a aim to develop a connection modular-to-foundation that can be adapted using steel-frame middle & high-rise of the modular units. Analysis results, embedded column length is somewhat greater stiffness and strength were highly appreciated. Reduced embedded length even if the length of the base is not a problem for ensuring highly fixed.

• 배규웅(한국건설기술연구원 미래건축연구실, 공학박사) | Bae, Kyu Woong
• 박금성(한국건설기술연구원 미래건축연구실, 공학박사) | Park, Keum Sung 교신저자
• 이상섭(한국건설기술연구원 미래건축연구실, 공학박사) | Lee, Sang Sup
• 홍성엽(한국건설기술연구원 미래건축연구실, 공학석사) | Hong, Seong-Yub