According to the KCI 2012, it is presented that steel fiber can replace minimum shear reinforcement when beams are designed. However, there is no standard for columns, and there is a lack of research on SFRC columns. Therefore, it is evaluated how much the capacity of columns increases according to the volume fraction of steel fiber through the cyclic lateral loading tests. Also, it is evaluated whether steel fiber can replace transverse reinforcements in concrete columns.

• 최지웅(한양대학교 건축공학과) | Choi, Ji Woong
• 최창식(한양대학교 건축공학과) | Choi, Chang Sik 교신저자