Steel and Composite Structures

  • 제15권5호
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  • Pages.507-518
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  • 2013
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Cyclic testing of weak-axis steel moment connections

  • Lee, Kangmin (Department of Architectural Engineering Chungnam National University) ;
  • Li, Rui (Department of Architectural Engineering Chungnam National University) ;
  • Jung, Heetaek (3D Engineering Co., Ltd.) ;
  • Chen, Liuyi (Department of Architectural Engineering Chungnam National University) ;
  • Oh, Kyunghwan (Engineering & Construction Group, Samsung C&T Corporation)
  • 투고 : 2013.03.18
  • 심사 : 2013.08.01
  • 발행 : 2013.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

The seismic performance of six types of weak-axis steel moment connections was investigated through cyclic testing of six full-scale specimens. These weak-axis moment connections were the column-tree type, WUF-B type, FF-W type, WFP type, BFP-B type and DST type weak-axis connections. The testing results showed that each of these weak-axis connection types achieved excellent seismic performance, except the WFP and the WUF-B types. The WFP and WUF-B connections displayed poor seismic performance because a fracture appeared prematurely at the weld joint due to stress concentrations. The column-tree type connection showed the best seismic behavior such that the story drift ratio could reach 5%.

키워드

참고문헌

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피인용 문헌

  1. Cyclic test for beam-to-column abnormal joints in steel moment-resisting frames vol.18, pp.5, 2015, https://doi.org/10.12989/scs.2015.18.5.1177
  2. Cyclic Testing of Bolted Flange Plate and Double Split Tee Type Weak-Axis Steel Moment Connections vol.204-208, pp.1662-7482, 2012, https://doi.org/10.4028/www.scientific.net/AMM.204-208.2913
  3. Cyclic Testing of Welded Free Flange Type and Welded Flange Plate Type Weak-Axis Steel Moment Connections vol.204-208, pp.1662-7482, 2012, https://doi.org/10.4028/www.scientific.net/AMM.204-208.2922
  4. Modification of pre-Kobe column-tree moment resisting connection vol.19, pp.2, 2013, https://doi.org/10.1007/s42107-018-0019-2
  5. Experiment and bearing capacity analyses of dual-lintel column joints in Chinese traditional style buildings vol.28, pp.5, 2013, https://doi.org/10.12989/scs.2018.28.5.641