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최걸 ( Cui Jie ),오민호 ( Oh Min-ho ),손창두 ( Son Chang-du ),박선규 ( Park Sun-kyu ),오광진 ( Oh Kwang-chin ) 한국구조물진단유지관리공학회 2009 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.13 No.2
Nowadays because of reification and diversification of the constructive technology and the constructive standards, there is no certification system of evaluation quality in material, design, and construction of strengthening. What's more, the investigation system of the strengthening construction result does not exist, which makes hard to distinguish between excellent techniques and average one. So that, it seems necessary to gain the security of construction and bring about technology competition through making an actual investigation to the enterprise standard of strengthening technology. This thesis presents operating program, and the certification standards of strengthening technology.
최걸(Cui, Jie),오민호(Oh, Min-Ho),손창두(Son, Chang-Du),박선규(Park, Sun-Kyu),오광진(Oh, Kwang-Chin) 한국구조물진단유지관리학회 2009 한국구조물진단학회 학술발표회논문집 Vol.2009 No.2
Nowadays because of reification and diversification of the constructive technology and the constructive standards, there is no certification system of evaluation quality in material, design, and construction of strengthening. What’s more, the investigation system of the strengthening construction result does not exist, which makes hard to distinguish between excellent techniques and average one. So that, it seems necessary to gain the security of construction and bring about technology competition through making an actual investigation to the enterprise standard of strengthening technology. This thesis presents operating program, and the certification standards of strengthening technology.
이음부 용접 유무에 따른 P.S.T 공법 구조물의 휨거동에 관한 연구
정호성(Jeong, Ho Seong),최걸(Cui, Jie),홍성남(Hong, Sung Nam),엄기영(Eum, Ki Young),박선규(Park, Sun Kyu) 한국구조물진단유지관리학회 2010 한국구조물진단학회 학술발표회논문집 Vol.2010 No.2
This paper investigates flexural behavior of P.S.T (Prestress Segment Tunnel) method rahman structure according to joint welding through an experimental study. For the experimental study, three specimens, non joint welding specimen and two joint welding specimens, were fabricated. As a result, the joint welding specimen, especially the bottom steel joint welding specimen is the most superior in flexural strength.
철근 콘크리트 보의 강도에 따른 단기 처짐의 실험적 연구
오민호 ( Oh Min-ho ),김태완 ( Kim Tae-wan ),최걸 ( Cui Jie ),윤준호 ( Yoon Jun-ho ),박선규 ( Park Sun-kyu ) 한국구조물진단유지관리공학회 2009 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.13 No.2
RC structures should be considered not only strength but also serviceability. In this research, four RC beams were fabricated with different concrete strength and was analyzed how this strength affect on deflection. The results of experimental deflection are compared with calculated values, which were from KCI and Eurocode 2.