논문 상세보기
2012 한국구조물진단유지관리공학회 가을 학술발표 논문집 (2012.11)
pp.335-336
pp.335-336
한국구조물진단유지관리공학회
(The Korea Institute For Structural Maintenance and Inspection)
초록
To evaluate the seismic performance of CFFT pier reinforced by FRP, quasi-static loading tests have been conducted using the real-scaled specimens in this study. The cast in placed CFFT specimen and the precast CFFT specimens were used in these tests. From the results of the tests, it is observed that the ultimate deformation and the ductility can be improved by FRP reinforcement though the hoop reinforcement is minimized.
저자
