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A Study on Beam-to-Column Connections with Plate Type Energy Absorption System

플레이트형 에너지 흡수장치를 가지는 기둥-보 접합부에 관한 연구

  • Received : 2012.10.19
  • Accepted : 2013.01.30
  • Published : 2013.02.27

Abstract

Recently, there is a growing interest on sustainable connection system that makes it possible to reuse of main structural members by concentrating most of the damage in the frame caused by strong horizontal force, such as earthquake, to damper. In this study proposed a new type of damage-controlled connection system applying these concepts and analysed the major structural performance of the proposed system through the full-scale cyclic loading test and nonlinear finite element analyses. According to the result, it derived the optimal damper/beam strength ratio that minimize the damage of main members and satisfy at least the fully plastic moment of the beam. And it was to verify the possibility of applying as seismic connection details.

최근 지진동과 같은 강한 수평력 작용시 골조에 작용하는 대부분의 손상을 댐퍼부에 집중시키며 주부재의 재사용을 가능하게 하는 지속가능형 접합부 시스템에 관한 관심이 커지고 있다. 본 연구에서는 이러한 개념을 적용한 새로운 형태의 손상제어형 접합부 시스템을 제안하고 실물대 반복이력실험 및 비선형 유한요소해석을 통하여 제안 시스템의 주요 구조성능을 분석하였다. 분석결과를 통하여 주부재의 손상을 극소화하면서 보의 전소성모멘트 이상을 만족하는 최적의 댐퍼/보 내력비를 도출하였으며 내진접합상세로서의 적용가능성을 확인하였다.

Keywords

References

  1. 日本建築學會(2002) 鋼管構造設計施工指針.同解說, 日本 建築學會. AIJ (2002) Steel Pipe Construction Manual, Architectural Institute of Japan.
  2. AISC (2005) Steel Construction Manual, 13th Edition, American Institute of Steel Construction, USA.
  3. 오상훈, 김영주, 문태섭(2004) 바닥슬래브에 의해 구속된 철골 모멘트접합부의 내진보강에 관한 실험적 연구, 한국강구조학회 논문집, 한국강구조학회, 제16권, 제2호, pp. 247-255. Oh, S.H., Kim, Y.J., and Moon, T.S. (2004) Experimental Study on Seismic Retrofit of Steel Moment Connections Considering Constraint Effect of the Floor Slab, Journal of Korean Society of Steel Construction, KSSC, Vol. 16, No. 2, pp.247-255 (in Korean).
  4. 오상훈, 김영주(2008) 철골모멘트접합부의 내진보강에 관한 해석적 연구, 한국강구조학회 논문집, 한국강구조학회, 제20권, 제3호, pp.445-454. Oh, S.H. and Kim, Y.J. (2008) Analytical Study for Seismic Retrofit of SMRFs Connections, Journal of Korean Society of Steel Construction, KSSC, Vol. 20, No. 3, pp.445-454 (in Korean).
  5. 김영주, 오상훈(2008) RHS기둥-H형강보 접합부의 내진 보강설계, 한국강구조학회 논문집, 한국강구조학회, 제20권, 제4호, pp.529-537. Kim, Y.J. and Oh, S.H. (2008) Seismic Retrofit Design of RHS Column-to-H Beam Connections, Journal of Korean Society of Steel Construction, KSSC, Vol. 20, No. 4, pp.529-537 (in Korean).
  6. 오상훈, 최영재, 윤성기, 이동규(2010) SN강재가 사용된 강구조 용접모멘트 접합부의 내진성능평가, 한국강구조학회 논문집, 한국강구조학회, 제22권, 제3호, pp.271-280. Oh, S.H., Choi, Y.J., Yoon, S.K., and Lee, D.G. (2010) Evaluating Seismic Performance of Steel Welded Moment Connections Fabricated with SN Steel, Journal of Korean Society of Steel Construction, KSSC, Vol. 22, No. 3, pp.271-280 (in Korean).
  7. Oh, S.H., Kim, Y.J., and Ryu, H.S. (2009) Seismic performance of steel structures with slit dampers, Engineering Structures 2009;31, Elsevier
  8. Oh, S.H. and Ryu, H.S. (2007) Sustainable Structural System Using Passive Energy Absorption Devices, The 9th KCJ Symposium on Structural Steel Construction, Structural Steel Construction.
  9. 오상훈, 김영주(2005) 슬릿플레이트 댐퍼를 가진 기둥-보 접합부 이력거동, 대한건축학회논문집 구조계, 대한건축학회, 제21권, 제12호, pp.101-108. Oh, S.H. and Kim, Y.J. (2005) Hysteretic Behavior of Beam-to-Column Connections with Slit Plate Dampers, Journal of Architectural Institute of Korea, AIK, Vol. 21, No. 12, pp.101-108 (in Korean).
  10. 오상훈, 김영주, 유홍식, 강창훈(2006) 보의 하부플랜지에 에너지 흡수요소를 가지는 기둥-보 접합부의 이력특성, 대한건축학회논문집 구조계, 대한건축학회, 제22권, 제8호, pp.29-36. Oh, S.H., Kim, Y.J., Ryu, H.S., and Kang, C.H. (2006) Hysteretic Characteristics of Beam-to-Column Connections with Energy Absorption Elements at Beam Bottom Flanges, Journal of Architectural Institute of Korea, AIK, Vol. 22, No. 8, pp.29-36 (in Korean).
  11. 박해용, 오상훈(2012) 손상제어가 가능한 접합부시스템에 관한 해석적 연구, 2012년도 학술대회 발표집, 한국강구조학회, pp.153-154. Park, H.Y. and Oh, S.H. (2012) An Analytical Study on Damaged Controlled Connection System, Proceedings of Annual Conference Korean Society of Steel Construction, KSSC, pp.153-154 (in Korean).
  12. Kishiki, S., Yamada, S., Takeuchi, T., and Wada A. (2009) New ductile moment-resisting beam-column connection based on Damage-Controlled design, Proceedings 5th International Sysposium on Steel Structures, KSSC, pp.329-334.
  13. 대한건축학회(2009) 건축구조설계기준 및 해설(KBC 2009), 기문당. AIK (2009) Korea building code and commentary - structural, Architectural Institute of Korea (in Korean).
  14. 이명재(2006) T-stub를 이용한 접합부의 초기강성 평가, 한국강구조학회 논문집, 한국강구조학회, 제18권, 제6호, pp.805-813. Lee, M.J. (2006) Initial Stiffness Evaluation of T-stub Connection, Journal of Korean Society of Steel Construction, KSSC, Vol. 18, No. 6, pp.805-813 (in Korean).
  15. 양재근, 김윤, 박재호(2012) 상․하부 스플릿 T 접합부의 초기회전강성 예측모델, 한국강구조학회 논문집, 한국강구조학회, 제24권, 제3호, pp.279-287. Yang, J.G., Kim, Y., and Park, J.H. (2012) Prediction Model for the Initial Rotational Stiffness of a Double Split T Connection, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No. 3, pp.279-287 (in Korean). https://doi.org/10.7781/kjoss.2012.24.3.279
  16. 양재근, 김주우, 김윤(2012) 상․하부 스플릿 T 접합부의 휨강도 설계식, 한국강구조학회 논문집, 한국강구조학회, 제24권, 제5호, pp.511-520. Yang, J.G., Kim, J.W., and Kim, Y. (2012) Design Formula for the Flexural Strength of a Double Split Tee Connection, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No. 5, pp. 511-520 (in Korean). https://doi.org/10.7781/kjoss.2012.24.5.511
  17. 松本由香 (1998) 鋼構造剛接骨組における梁端破壊と終局 耐力性に關する硏究, 東京大學博士學位論文. M. Moto (1998) A Study on Both ends Failure and Ultimate resistibility of Steel Structural Frames, Paper of masters degree in Tokyo University, Japan.
  18. Akiyama, H., Takahashi, M., and Shi, Z. (1995) Ultimate Energy Absorption Capacity of Round-Shape Steel Rods Subjected to Bending, J. Struct. Constr. Eng.
  19. Kato, B. and Akiyama, H. (1973) Predictable Properties of Material under Incremental Cyclic Loading, Preliminary Publication Lisbon, IABS.

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