This research was introduced new structural design of atypical irregular beams by applying UHPC which has the compressive strength of 80-200MPa, the tensile strength of 10-20MPa, and strain of 1.0-5.0%. There beam specimen were smaller than actual member in building and new forms created to construction the specimens. The specimens evaluated and the newly irregular beams could improve bending performance by 2.56 times compared to the conventional RC beams.

• 조창근(조선대학교 건축공학전공) | Cho, Chang Geun
• 김호연(조선대학교 철근콘크리트복합구조 연구실) | Kim, Hoyeon