In this research, a total of seven specimens were tested under reversed cyclic loading, controlled by displacement and three times of reversed loads were given at each displacement. The goal of experiments is to identify the seismic and structural performance of pure dry precast concrete beam-column joints using bolt type connection and/or prestressing methods. Two representative results are examined and compared in this paper.

• 강현구(서울대학교 건축학과) | Kang, Thomas H.-K. 교신저자
• 이동주(서울대학교 건축학과) | Lee, Dong Joo
• 이주동(서울대학교 건축학과) | Lee, Ju Dong