한국안전학회지 (Journal of the Korean Society of Safety)

  • 제20권3호
  • /
  • Pages.158-163
  • /
  • 2005
  • /
  • 1738-3803(pISSN)
  • /
  • 2383-9953(eISSN)
한국안전학회 (The Korean Society of Safety)
권호 표지

직교보를 고려한 RCS구조 보-기둥 접합부의 극한전단강도

The Ultimate Shear Strength of RCS System Beam-Column Joints Considering the Transverse Beam

  • An, Jae-Hyeok (Division of Architecture, Pukyong National University) ;
  • Park, Cheon-Seok (Division of Architecture, Pukyong National University)
  • 발행 : 2005.09.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

This paper is focusing on the model to predict the ultimate shear strength on joints of composite system (RCS) with reinforced concrete columns and steel beams considering the transverse beam. It reviews the ratio of experimental shear strength to design strength calculated by existing desist equations which are proposed by Kanno, Wight, Noguchi and the rising of strength by the transverse beams. When the shear strength of joints is estimated, it is necessary to do research work for the stress transfer mechanism considering two concrete strut of inner and outer panel by web of the transverse beam. In order to confirm it requires further experimental and analytical study.

키워드

참고문헌

  1. Deierlein, G.G. et. al., 'Beam-Column Moment Connections for Composite Frames', Journal of Structural Engineering, Vol. 115, No. 11, Nov., pp. 2858-2895, 1989 https://doi.org/10.1061/(ASCE)0733-9445(1989)115:11(2858)
  2. Kanno, R., 'Strength, Deformation and Seismic Resistance of Joints between Steel Beams and Reinforced Concrete Columns', Vol. 1,2, Cornell University University,1993
  3. Gustavo Parra-Montesinos, James K. Wight., 'Modeling Shear Behavior of Hybrid RCS Beam-Column Connections', Journal of Structural Engineering, Vol. 127, No. 1, pp. 3-11, Jan. 2001 https://doi.org/10.1061/(ASCE)0733-9445(2001)127:1(3)
  4. 최성훈 외, ''철근콘크리트 기둥과 강재보로 이루 어진 RCS 접합부에서 전단보강기구의 특성을 고려한 전단강도식 평가', 대한건축학회학술발표논문집, 제24권, 제1호, pp. 245-248, 2004.10
  5. 최근도 외, '철근콘크리트 기둥과 철골보 접합 부의 전단거동', 대한건축학회논문집 구조계, 제 19권, 제8호, 2003.8
  6. 西村泰志, 南 宏一, 'はりS.柱RCで構成される內部柱はり接合部の耐力 傳達機構', 日本建築學 會構造系論文集,第401권, pp. 77-85, 1989
  7. 渡邊一弘 외, '柱RC造.梁S造接合部のせん斷耐 力にする實驗的硏究', コンクリ一工學年次論文 報告潗, Vol. 17, No. 2, pp. 1059-1064, 1995
  8. 菅野良一, 'RCS構造柱梁接合部に對する旣存耐力式の評價とモデル化への一考察' ,日本建築學會構造系論文集,第553, pp. 135-142, 2002.3
  9. Gustavo Parra-Montesinos, James K. Wight., 'Seismic Response Exterior RC Column-to-Steel Beam Connections' Journal of Structural Engineering, Vol. 126, No. 10, pp. 1113-1121, Oct., 2000 https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1113)
  10. 金 洸演 野口 傳, '柱RC.梁S混合構造接合部の 集力せん斷耐力に關する硏究', 日本建築學會構 造系論文集, 第461호, pp. 143-152, 1984.7
  11. 日本建築學會, '鐵骨鐵筋コンクリ一構造計算規準', 同解說, 1989
  12. 馬場 望, 西村泰志, 'はリ貫通形式RCS接合部の応力伝達におよぼす直交梁の效果', コソクリ- ト工學年次論文報告集, Vol. 21. No. 1, 1999
  13. 黑田洋子 외, '梁貫通型柱RC梁構造接合部の構造性能に關する實驗', コソクリ-ト工學年次論文集, Vol. 22. No. 3, 2000
  14. 細川洋治 외, '鐵骨梁な鐵筋コソクリ-ト柱內で接合する柱梁接合部に關する實驗的硏究', 日本建築學會大會學術講演梗集, pp. 1089-1092, 2001.9
  15. 城 憲典 외, 'はり貫通型式RCS接合符の應力傳達におよぼす直交梁要素の影響', コソクリ-ト工學年次論文報告集, Vol. 25, No. 2, 2003
  16. 中出 睦외, '柱貫通型.RCS造ト字形柱.梁接合部のか實驗的硏究', 日本建築學會大會學術講演梗集, pp. 1053-1058, 1997.9