Structural Engineering and Mechanics

  • 제9권4호
  • /
  • Pages.365-374
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  • 2000
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
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Experimental study on the seismic behavior in the connection between CFRT column and steel beam

  • 발행 : 2000.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

The structural behavior of connections between concrete-filled rectangular tubular column (CFRT column) and steel beam has been studied in this paper through sub-assemblage loading tests. It is found that the sub-assemblages exhibit ductile restoring force characteristics under seismic loading. A formula for the prediction of the yield strength of each member in the connection is proposed by using the yield line theory under the assumption of a simple stress transfer mechanism. It is shown that the proposed formula can produce a reasonable prediction while providing a basis for further investigation.

키워드

참고문헌

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  4. Masaru, Teraoka, Koji Morita (1991), "Structural design of high rise building consists of concrete filled squaretubular column and steel composite beams and its experimental verification", Tubular Structures 4thInternational Symposium, Delft, 392-401.
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  7. Satoshi, Sasaki, Masaru, Teraoka, Koji, Morita and Toshio, Fujiwara (1995), "Structural behavior of concretefilled square tubular column with partial penetration weld corner seam to steel H-beam connection",Proceedings of the 4th Pacific Structural Steel Conference, 4(2), October, 33-40.
  8. Tie, T.T. (1996), "Fire resistance of steel columns filled with bar-reinforced concrete", Journal of StructuralEngineering, ASCE, 122(1), 30-36. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:1(30)
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피인용 문헌

  1. Shear strength analyses of internal diaphragm connections to CFT columns vol.18, pp.5, 2015, https://doi.org/10.12989/scs.2015.18.5.1083
  2. Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns vol.32, pp.9, 2010, https://doi.org/10.1016/j.engstruct.2010.04.050
  3. Investigation and evaluation of a novel technique on CFRT column connection vol.113, 2015, https://doi.org/10.1016/j.jcsr.2015.06.014
  4. Seismic behavior of connections composed of CFSSTCs and steel–concrete composite beams—experimental study vol.64, pp.10, 2008, https://doi.org/10.1016/j.jcsr.2007.12.004
  5. Influence of axial load ratio on shear behavior of through-diaphragm connections of concrete-filled square steel tubular columns vol.21, pp.4, 2015, https://doi.org/10.1007/s12209-015-2483-z
  6. Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns vol.93, 2014, https://doi.org/10.1016/j.jcsr.2013.10.011
  7. A general analytical model for steel beam-to-CFT column connections in OpenSEES vol.100, 2014, https://doi.org/10.1016/j.jcsr.2014.04.022
  8. Research on design of through-diaphragm connections between CFRT columns and HSS beams vol.14, pp.3, 2014, https://doi.org/10.1007/s13296-014-3017-6
  9. Flexural bearing capacity of diaphragm-through joints of concrete-filled square steel tubular columns vol.20, pp.3, 2016, https://doi.org/10.12989/scs.2016.20.3.487
  10. Seismic behavior of composite connections — flexural capacity analysis vol.65, pp.5, 2009, https://doi.org/10.1016/j.jcsr.2008.12.003
  11. Shear capacity of T-shaped diaphragm-through joints of CFST columns vol.12, pp.4, 2017, https://doi.org/10.2140/jomms.2017.12.373
  12. Component-Based Mechanical Models for Concrete-Filled RHS Connections with Diaphragms under Bending Moment vol.18, pp.8, 2015, https://doi.org/10.1260/1369-4332.18.8.1241
  13. The Influence of Joint Details and Axial Force Ratios on Failure Mechanisms of SCFT Column-beam Connections vol.14, pp.1, 2015, https://doi.org/10.3130/jaabe.14.197
  14. Force Behavior of Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber vol.405-408, pp.1662-7482, 2013, https://doi.org/10.4028/www.scientific.net/AMM.405-408.861
  15. Force Behavior of Parallel Double Coupling Beams with Different Width vol.578-579, pp.1662-7482, 2014, https://doi.org/10.4028/www.scientific.net/AMM.578-579.707
  16. Experimental study on seismic behavior of high strength reinforced concrete frame columns with high axial compression ratios vol.33, pp.5, 2000, https://doi.org/10.12989/sem.2009.33.5.653
  17. 수직다이아프램을 사용한 충전형 각형강관기둥 접합부의 내력평가 vol.29, pp.3, 2000, https://doi.org/10.7781/kjoss.2017.29.3.237
  18. Experimental and theoretical studies on SHS column connection with external stiffening ring under static tension load vol.28, pp.2, 2000, https://doi.org/10.12989/scs.2018.28.2.167
  19. Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading vol.148, pp.3, 2000, https://doi.org/10.1061/(asce)st.1943-541x.0003280