In this paper, the dry solution for restraining the buckling failure of steel brace with the semicircle springs is presented. Finite element analysis shows that the effects of restraining the bucking of brace can be achieved if the structure of semicircle springs is designed appropriately.

• 배규웅(한국건설기술연구원, 선임연구위원, 공학박사) | Bae, Kyu-Woong
• 이상섭(한국건설기술연구원, 수석연구원, 공학박사) | Lee, Sang-Sup 교신저자
• 박금성(한국건설기술연구원, 연구위원, 공학박사) | Park, Keum-Sung
• 곽명근(한국건설기술연구원, 수석연구원, 공학석사) | Kwak, Myoung-Keun
• 홍성엽(한국건설기술연구원, 석사후연구원, 공학석사) | Hong, Sung-Yub