Advanced SearchSearch Tips
Cyclic-Leading Tests of RC Exterior Beam-Column Joints with Non-Seismic Detailing
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Cyclic-Leading Tests of RC Exterior Beam-Column Joints with Non-Seismic Detailing
Cha, Byung-Gi; Ko, Dong-Woo; Woo, Sung-Woo; Lee, Han-Seon;
  PDF(new window)
The objective of this study is to clarify the seismic capacity and the characteristics in the hysteretic behavior of RC structures with non-seismic detailing. To do this, an exterior beam-column subassemblage was selected from a ten story RC building and six 1/3-scale specimens were manufactured with three variables; (1) with and without slab, (2) upward and downward direction of anchorage for the bottom bar in beams, and (3) with and without hoop bars in the joint region. The test results have shown that (1) the existence of slab increased the strength in positive and negative moment, 25% and 52%, respectively; (2) the Korean practice of anchorage (downward and 25 anchorage length) caused the 8% reduction of strength and the early strength degradation in comparison with the case of seismic details; and (3) the existence of hoop bars in the joint region shows significant role in preventing the pull-out.t.
beam-column subassemblage;slab;anchorage;hoop;
 Cited by
비내진 상세를 가진 RC 보-기둥 접합부의 지진 거동,우성우;이한선;

한국콘크리트학회논문집, 2003. vol.15. 6, pp.894-901 crossref(new window)
지진하중을 받는 철근콘크리트 접합부의 강도,이정윤;채희대;

한국지진공학회논문집, 2006. vol.10. 5, pp.25-33 crossref(new window)
반복-횡력을 받는 조적벽 골조와 전단벽 골조의 내력 및 연성에 관한 실험적 연구,이호;변상민;정환목;이택운;

한국공간구조논문집, 2013. vol.13. 2, pp.83-91 crossref(new window)
Experimental Study of Strength and Ductility on Masonry Wall Frame and Shear Wall Frame Subjected to Cyclic Lateral Loading, Journal of the Korean Association for Spatial Structures, 2013, 13, 2, 83  crossref(new windwow)
건축공사표준시방서, 대한건축학회, 1999

콘크리트 구조 설계 기준 ·해설, 한국 콘크리트학회,2000

이한선, '철근콘크리트 축소모델의 거동상사성에 관한 연구,' 한양대학교 초대형구조시스템 연구센터, 1996

P. C. Cheung, 'Seismic Design of Reinforced Concrete Beam-Column Joints with Floor Slab,'Department of Civil Engineering University of Canterbury Christchurch, New Zealand, October 1991