In this paper, the shear performance of the deep beams with high strength headed reinforcement was evaluated. The experimental parameters are horizontal stiffener and fusing length. The shear span-depth ratio (a/d) of specimens was 1. The development length of headed reinforcement was evaluated to have a great influence on the shear strength of the deep beam.

• 이창용(한밭대학교 건축공학과 학부과정) | Lee, Chang-Yong
• 김영록(한밭대학교 건축공학과 석사과정) | Kim, Young-Rok
• 김승훈(한밭대학교 건축공학과 교수) | Kim, Seung-Hun Corresponding author