지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
이용수
초록· 키워드
오류제보하기
Behavior of RC(Reinforced-concrete) beam-column connections has been subjected to the earthquake loading has been determined by shear and attachment mechanism. However, since the shear and attachment are very fragile for cycle loadings. Through occurring plastic hinges at the beam, the column and the connection should remain elastic condition and the beam should dissipate the energy from the earthquake. This study was investigate on the seismic performance of 6 RC beam - column connections built with the high strength reinforcements (700MPa) based on design and detailing requirements in the ACI 318-05 Provision and KCI-07 appendix II. This is aimed to evaluate the effect of the high-strength reinforcements as used the beam-column connection members. The main comparisons were the seismic performance of the connections affect the seismic performance in terms of strength, stiffness and ductility, joint shear stress-strain. A total of 6 beam-column specimens were built with a 1/2 scale and subjected to the cyclic loadings. Main design considerations were the area of the longitudinal reinforcements of the beam and details of the beam-column joint designed based on the seismic code. Cyclic test results are given and recommendations for the usage of high strength reinforcements for the seismic design is provided.
목차
등록된 정보가 없습니다.
참고문헌 (10)
참고문헌 신청
Korea Concrete Institute / 2007 / Concrete Design Code & Commentary :396~440
KBC / 2009 / Architectural Design Code &Commentary / Korea Architectural Institute
ACI Committee 318 / 2005 / Building code requirements for reinforced concrete (ACI 318-05) and commentary (ACI 318R-05)
AISC / 1997 / Seismic Provisions for Structural Steel Buildings / American Institute of Steel Construction, Inc.
Applied Technology Council / 1992 / Guidelines for Cyclic Seismic Testing of Components of Steel Structures / ATC-24, Redwood City, CA
KBC / 2009 / Architectural Design Code &Commentary / Korea Architectural Institute
ACI Committee 318 / 2005 / Building code requirements for reinforced concrete (ACI 318-05) and commentary (ACI 318R-05)
AISC / 1997 / Seismic Provisions for Structural Steel Buildings / American Institute of Steel Construction, Inc.
Applied Technology Council / 1992 / Guidelines for Cyclic Seismic Testing of Components of Steel Structures / ATC-24, Redwood City, CA
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