한국강구조학회 학술지영문홈페이지
[ Article ]
Journal of Korean Society of Steel Construction - Vol. 36, No. 6, pp.345-355
ISSN: 1226-363X (Print) 2287-4054 (Online)
Print publication date 27 Dec 2024
Received 18 Oct 2024 Revised 18 Nov 2024 Accepted 19 Nov 2024
DOI: https://doi.org/10.7781/kjoss.2024.36.6.345

주요부재 손상방지를 위한 엔드플레이트형 무용접 보강 접합부의 내진성능 평가

박수민1 ; 오상훈2, *
1석사과정, 부산대학교, 건축공학과
2교수, 부산대학교, 건축공학과
Seismic Performance Evaluation of End-Plate Type Non-Welded Reinforced Joints for Major Member Damage Prevention
Park, Su Min1 ; Oh, Sang Hoon2, *
1Graduate Student, Dept. of Architectural Engineering, Pusan National University, Busan, 46241, Korea
2Professor, Dept. of Architectural Engineering, Pusan National University, Busan, 46241, Korea

Correspondence to: *Tel. +82-51-510-7608 Fax. +82-51-514-2230 E-mail. osh@pusan.ac.kr

Copyright © 2024 by Korean Society of Steel Construction

초록

본 연구는 주요부재의 손상방지를 위해 보-기둥 접합부에서 에너지 흡수형 스티프너를 통한 보강 공법을 다루며, 기존 구조물에서의 접합부 보강안 적용이 용이하도록 현장상황을 고려한 무용접·무천공 접합상세를 제안하였다. 제안 상세에 대한 정적반복가력실험을 수행하고 주요부재의 손상저감 효과를 기술하였으며, EAS 에너지 흡수장치의 성능개선을 위해 유한요소해석을 수행하였다. EAS와 보의 항복강도에 대한 적정내력비 산정을 위해 스티프너의 주요영향인자인 두께에 대한 변수해석 결과, 항복내력비 약 0.34 이하에서 보의 손상이 저감된 것을 확인할 수 있었다.

Abstract

This study addresses a reinforcement method for beam-column connections using Energy Absorption Stiffeners (EAS) to prevent damage to principal structural members such as beams and columns. To facilitate the application of joint reinforcement in existing structures, a non-welded and non-drilled connection detail considering field conditions is proposed. A quasi-static cyclic loading test was conducted to evaluate the damage mitigation effect on principal members, and finite element analysis(FEA) was performed to enhance the performance of the EAS. Through parametric analysis of stiffener thickness, a key influencing factor, the optimal yield strength ratio of the EAS to the beam was determined. The results indicate that beam damage was mitigated when the yield strength ratio was approximately 0.34 or lower.

Keywords:

Reinforced joints, Non-welded connection, Non-drilled connection, Energy absorption, Damage prevention, Strength ratio, End-plate type

키워드:

보강 접합부, 무용접 접합, 무천공 접합, 에너지 흡수형, 손상방지, 내력비, 엔드플레이트형

Acknowledgments

본 연구는 2024년도 산업통상자원부 및 기술평가관리원(KEIT) 연구비 지원으로 수행되었습니다(20017750).

References

  • Uang, C.-M., Bondad, D., and Lee, C.-H. (1998) Cyclic Performance of Haunch Repaired Steel Moment Connections: Experimental Testing and Analytical Modeling, Engineering Structures, Elsevier, Vol.20, No.4-6, pp.552–561. [https://doi.org/10.1016/S0141-0296(97)00093-X]
  • Oh, S.-H., Kim, Y.-J., and Moon, T.-S. (2007) Cyclic Performance of Existing Moment Connections in Steel Retrofitted with a Reduced Beam Section and Bottom Flange Reinforcements, Canadian Journal of Civil Engineering, Canadian Science Publishing, Vol.34, No.2, pp.199–209. [https://doi.org/10.1139/l06-125]
  • Oh, S.H., and Park, H.Y. (2014) Seismic Performance of High Strength Steel(HSA800) Beam-to-Column Connections with Improved Horizontal Stiffener, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.4, pp.361–373 (in Korean). [https://doi.org/10.7781/kjoss.2014.26.4.361]
  • Oh, S.-H., Ryu, H.-S., Kang, C.-H., and Lee, S.-M. (2004) Hysteretic Behavior of Connections with Energy Absorption Stiffener, Proceedings of Autumn Annual Conference of the Architectural Institute of Korea Structure & Construction, AIK, Vol.24, No.2, pp.51–54 (in Korean).
  • SAC Joint Venture (2000) Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, FEMA-350, Federal Emergency Management Agency, USA.
  • Korean Agency for Technology and Standards (2018) Rolled Steels for General Structure, KS D 3503:2018, KATS (in Korean).
  • Korean Agency for Technology and Standards (2022) Set of High Strength Hexagon Bolt, Hexagon Nut and Plain Washers for Friction Grip Joints, KS B 1010:2022, KATS (in Korean).
  • Seol, Y.-H. (2024) Evaluation of Seismic Performance of Steel Structural Connections with Stiffner-Type Energy Absorbtion Devices for Beam-Ends, Master’s Thesis, Pusan National University (in Korean).
  • Oh, S.H., and Park, H.Y. (2013) A Study on Beam-to-Column Connections with Plate Type Energy Absorption System, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.1, pp.103–114 (in Korean). [https://doi.org/10.7781/kjoss.2013.25.1.103]
  • Oh, S.-H., and Park, H.-Y. (2017) Evaluation of Strength and Stiffness of the Damper Installed at Beam End for Damage-Controlled Structures, Journal of the Architectural Institute of Korea Structure & Construction, AIK, Vol.33, No.2, pp.27–36 (in Korean). [https://doi.org/10.5659/JAIK_SC.2017.33.2.27]
  • Benavent Climent, A., Oh, S.-H., and Akiyama, H. (1998) Ultimate Energy Absorption Capacity of Slit-Type Steel Plates Subjected to Shear Deformations, Journal of Structural and Construction Engineering, Architectural Institute of Japan, No.503, pp.139–147. [https://doi.org/10.3130/aijs.63.139_1]