Journal of the Architectural Institute of Korea (대한건축학회논문집)

Architectural Institute of Korea (대한건축학회)
권호 표지
DOI QR코드

DOI QR Code

Seismic Performance Evaluation of Beam-to-Column connections with Rectangular Opening on Large H-Beam Web

대형 H형강 웨브에 사각 개구부를 갖는 보-기둥 접합부의 내진성능평가

  • Received : 2021.10.21
  • Accepted : 2022.03.30
  • Published : 2022.05.30
⟨ Previous Next ⟩

Abstract

This study aimed to evaluate the seismic performance of deep steel beams with rectangular openings. Test results showed that beam flange yielding was initially observed at a 1.5% story drift ratio, and this was followed by web yielding at a 2%~3% story drift ratio for most specimens. Then, beam flange buckling was observed at 3%~4%, followed by lateral torsional buckling. All specimens were tested until they reached a 6% story drift ratio, and at this stage, beam flange fracture was observed for specimens with a single rectangular opening. Normalized moment and total plastic rotation of beams with double rectangular openings showed a higher capacity when compared with those of solid specimens. All specimens were found to have the seismic performance of Special Moment Frames as specified by the steel structure Korea Design Standards.

Keywords

Acknowledgement

이 연구는 충남대학교 학술연구비(2021-0849-01)에 의해 지원되었음.

References

  1. American Institute of Steel Construction (2016). Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358-16), USA.
  2. Darwin, D. (1990). Design of Steel and Composite Beams with Web Openings (Steel Design guide Series 2) , American Institute of Steel Construction, USA.
  3. Korea Construction Standards Center (2019). Seismic Design Standard for Buildings (KDS 41 31 00), Korea
  4. Korean Industrail Standards (2007). Test Pieces for tensile test for metallic mate rials (KS B 0801)
  5. Korean Agency ofr Technology and Standards (2019). Hot Rolled Steel Sections for Building Structure (KS D 3866), Korea
  6. SAC Joint Venture (2000). Recommended Seismic Design Criteria for New Steel Moment Frame Buildings (FEMA-350), Federal Emergency Management Agency, USA.
  7. Kim, WK., & Park, NW. (2000). Strength and Initial Stiffness of Composite Beams with an Egg-Shaped Web-Opening, Earthquake Engineering Society of Korea, 16(4), 27-35
  8. Kim, SH., Lee, SH., Kim, JH., Kim, DJ., & Choi, SM. (2008). An Experimental Study on the Hysteresis Behavior of WUF-B Beam-Column Connection using SN Steel, Journal of Korean Society of Steel Construction, 20(6), 807-815
  9. Lee, MJ., Yang, JK., Kim JW., Oh, SH., Cho, HS., & Kim, SS. (2014). An Experimental Study on Performance Evaluation and Development of Seismic Connection Details with SHN Steel of Deep H Type Beam, Journal of the Architectural Institute of Korea, 30(3), 29-37
  10. Park, JW., Kang, SM., Hwang, IK., Kang, TK., & Kwon, KJ. (2001). Behavior of Reduced Beam Section Connections with Web Openings, Journal of Korean Society of Steel Construction, 13(4), 395-405
  11. Shim, HJ., Ko, KY., & Lee, HW. (2002). The Strength and Deformation Characteristics of SN400B H-Beams with Web Openings, Journal of the Architectural Institute of Korea, 22(2) 269-272