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삼각판으로 보강한 충전콘크리트 각형강관 기둥-H형강보의 접합부에 관한 실험적 연구
김재건(Jae Keon Kim),유영찬(Yung Chan Yu),강현식(Hyun Sik Kang),신경재(Kyung Jae Shin),오영석(Young Suk Oh),문태섭(Tae Sup Moon) 한국강구조학회 1996 韓國鋼構造學會誌 Vol.8 No.2
The objective of this study is to investigate the structural behavior of beam-to-column connections where the beam is H-shaped and the column is a box steel member filled with concrete. In general two types of beam-to-column connections with box steel column for rigid joints, one is the inside diaphragm type with hole to fill concrete and the other is the outside diaphragm type have been developed till now. But it is difficult and complicated to apply to high rise building because they have a matter of installation. In this paper, the type of beam-to-column connections which is stiffended by triangular plates is experimented. Simple bending tests are carried out to this type, its strength and stiffness are compared with hollow section type.
신병길 ( Shin Byoung Gil ),권지혜 ( Kwon Ji Hye ),정재훈 ( Jung Jae Hun ),임지숙 ( Lim Ji Sook ),오영석 ( Oh Yung Suk ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.2
Many countries are faced with the threats coming from aging of infrastructures and tries to find preparations. In that sense, comprehensive reports have published through performance evaluation on main infrastructures in the USA, Australia, and Japan etc. The government of South Korea shifted the policy from safety-oriented system toward performance-based system. The concept is included in the revised act, “Special Act on the Safety Control and Maintenance of Public Structures”. According to the Special Act, an annual comprehensive report will be issued in Korea. In this paper ‘Infrastructure Evaluation Report’ is analyzed as a reference.