Steel and Composite Structures

  • 제5권2_3호
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  • Pages.141-158
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  • 2005
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Developing connection design rules in China

  • Shi, Yongjiu (Department of Civil Engineering, Tsinghua University)
  • 투고 : 2004.07.12
  • 심사 : 2005.01.11
  • 발행 : 2005.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The new version of Code for Design of Steel Structures (GB50017-2003) and other design standards in China were released over the last two years. Comparing with the previous version (GBJ17-88), many clauses covering the connection design have been revised. A number of additional provisions are supplemented to specify the design requirements for beam-column moment connections, as well as gusset plates for truss joints. In this paper, a summary on the design rules on connections specified in the current Chinese code is presented, and relevant commentary and background information is provided whenever appropriate. The design criteria governing weld and bolt resistance is examined and reviewed. Moreover, several issues such as detailing requirements for stiffeners and end-plate connections are discussed.

키워드

참고문헌

  1. BS 5950-Part 1. (2000), Code of Practice for Design - Rolled and Welded Sections, British Standards Institution.
  2. CECS102:2002. (2002), Technical Specification for Steel Structure of Light-weight Buildings with Gables Frames, China Engineering Construction Society.
  3. Chen W. F. (1988), Steel Beam-to-Column Building Connections, Elsevier Science, USA.
  4. Eurocode 3-Part 1.1. (1992), General Rules and Rules for Buildings, DD ENV 1993-1-1.
  5. GB50017-2003. (2003), Code for Design of Steel Structures, Ministry of Construction, China.
  6. GB50018-2002. (2002), Technical Code of Cold-formed Thin-walled Steel Structures, Ministry of Construction, China.
  7. GB50011-2001. (2001), Code for Seismic Design of Buildings, Ministry of Construction, China.
  8. GB50205-2001. (2001), Code for Construction and Quality Acceptance of Steel Structures, Ministry of Construction, China.
  9. GBJ17-88. (1989), Code for Design of Steel Structures, Ministry of Construction, China.
  10. JGJ82-91. (1992), Code for Design, Erection and Acceptance of Connections with High Strength Bolts in Steel Structures, Ministry of Construction, China.

피인용 문헌

  1. The structural safety of connections with fillet welds vol.62, pp.12, 2006, https://doi.org/10.1016/j.jcsr.2006.04.017
  2. Monotonic Loading Tests on Semi-Rigid End-Plate Connections with Welded I-Shaped Columns and Beams vol.13, pp.2, 2010, https://doi.org/10.1260/1369-4332.13.2.215
  3. Effect of post weld treatment on cracking behaviors of beam-column connections in steel bridge piers vol.17, pp.5, 2014, https://doi.org/10.12989/scs.2014.17.5.687
  4. Analytical Performance Simulation of Special Concentrically Braced Frames vol.134, pp.6, 2008, https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(881)
  5. Improved Seismic Performance of Gusset Plate Connections vol.134, pp.6, 2008, https://doi.org/10.1061/(ASCE)0733-9445(2008)134:6(890)
  6. 중앙부 거셋플레이트의 다층 X-형 가새골조 거동에 미치는 영향 vol.25, pp.2, 2005, https://doi.org/10.7781/kjoss.2013.25.2.179