In this paper, we present the results of experimental investigation pertaining to the structural behavior of Tee joint connection composed of pultruded I-shape FRP members. In this study, we focus on the evaluation of load carrying capacity of Tee joint which appeared frequently to fabricate framed structure composed of pultruded FRP members. Through the experimental investigation moment-rotation relationship is found and the result is used to estimate the rotaion stiffness.

ABSTRACT
 1. 서 론
 2. Tee형 접합부 실험 개요
  2.1 펄트루젼 FRP(PFRP) 부재
  2.2 Tee형 접합부 실험
 3. Tee형 접합부 실험결과
 4. 결 론
 참고 문헌

• 이영근(홍익대학교 토목공학과) | Lee Young-Geun
• 김선희(홍익대학교 토목공학과) | Kim Sun-Hee
• 윤순종(홍익대학교 토목공학과) | Yoon Soon-Jong