Steel and Composite Structures

  • 제19권5호
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  • Pages.1185-1201
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  • 2015
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Cyclic behavior of extended end-plate connections with European steel shapes

  • Akgonen, Aliriza I. (Department of Civil Engineering, Istanbul Technical University) ;
  • Yorgun, Cavidan (Department of Civil Engineering, Istanbul Technical University) ;
  • Vatansever, Cuneyt (Department of Civil Engineering, Istanbul Technical University)
  • 투고 : 2014.12.13
  • 심사 : 2015.04.27
  • 발행 : 2015.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

The aim of this experimental research is to investigate the conformity of the four-bolt unstiffened moment end-plate connections consisting of European steel sections which do not meet the limitations specified for beam flange width and overall beam depth in ANSI/AISC 358-10 to the requirements of seismic application. However, the connections are satisfactory with the limitations required by Turkish Earthquake Code. For this purpose, four test specimens were designed and cyclic load was applied to three specimens while one was tested under monotonic loading to provide data for the calibration of the analytical models. The moment-rotation hysteresis loops and the failure modes for all test specimens are presented. A full three-dimensional finite element model is also developed for each test specimen for use to predict their behavior and to provide a tool for generating subsequent extensive parametric studies. The test results show that all specimens performed well in terms of rotation capacity and strength. Finite element models are found to be capable of approximating the cyclic behavior of the extended end-plate connection specimens.

키워드

과제정보

연구 과제 주관 기관 : Istanbul Technical University

참고문헌

  1. Abidelah, A., Bouchair, A. and Kerdal, D.E. (2012), "Experimental and analytical behavior of bolted end-plate connections with or without stiffeners", J. Construct. Steel Res., 76, 13-27. https://doi.org/10.1016/j.jcsr.2012.04.004
  2. AISC Design Guide 4 (2003), Extended End-Plate Moment Connections, Seismic and Wind Applications (Second Edition), American Institute of Steel Construction, Chicago, Illinois.
  3. ANSI/AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction; Chicago, IL, USA.
  4. ANSI/AISC 358-10 (2010), Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, American Institute of Steel Construction; Chicago, IL, USA.
  5. ANSYS (2007), Swanson Analysis Systems online manual, version 11.0, and theory reference.
  6. Clark, P., Frank, K., Krawinkler, H. and Shaw, R. (1997), "Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens", SAC Steel Project Background Document; Report No. SAC/BD-97/02, October.
  7. Dessouki, A.K., Youssef, A.H. and Ibrahim, M.M. (2013), "Behavior of I-beam bolted extended end-plate moment connections", Ain Shams Eng. J., 4(4), 685-699. https://doi.org/10.1016/j.asej.2013.03.004
  8. Diaz, C., Victoria, M., Marti, P. and Querin, O.M. (2011), "FE model of beam-to-column extended end-plate joints", J. Construct. Steel Res., 67(10), 1578-1590. https://doi.org/10.1016/j.jcsr.2011.04.002
  9. EN 10002-1, (2001) Tensile testing. Part 1: Method of test at ambient temperature, European Committee for Standardization; Brussels, Belgium.
  10. FEMA-350 (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, SAC Joint Venture for the Federal Emergency Management Agency; Washington, D.C., USA.
  11. Gerami, M., Saberi, H., Saberi, V. and Daryan, A.S. (2011), "Cyclic behavior of bolted connections with different arrangement of bolts", J. Construct. Steel Res., 67(4), 690-705. https://doi.org/10.1016/j.jcsr.2010.11.011
  12. Girao Coelho, A.M. and Bijlaard, F. (2007), "Experimental behavior of high strength steel end-plate connections", J. Construct. Steel Res., 63(9), 1228-1240. https://doi.org/10.1016/j.jcsr.2006.11.010
  13. Meng, R. (1996), "Design of moment end-plate connections for seismic loading", Doctoral Dissertation; Virginia Polytechnic Institute and State University, Blacksburg, VA, USA.
  14. Meng, R.L. and Murray, T.M. (1997), "Seismic performance of bolted end-plate moment connections", Proceedings of the 1997 National Steel Construction Conference, Chicago, IL, USA, May, 30-1-30-14.
  15. Nogueiro, P., Simoes da Silva, L., Bento, R. and Simoes, R. (2006), "Experimental behaviour of standardised european endplate beam-to-column steel joints under arbitrary cyclic loading", Stab. Ductil. Steel Struct., Lisbon, Portugal.
  16. Ryan, J.C. and Murray, T.M. (1999), "Evaluation of the inelastic rotation capability of extended end-plate moment connections", Research Report No. CE/VPI-ST-99/13 (Submitted to Metal Building Manufacturers Association, Cleveland, OH, USA; and American Institute of Steel Construction, Chicago, IL, USA, September).
  17. Shi, G., Shi, Y., Wang, Y. and Bradford, M. (2008), "Numerical simulation of steel pre-tensioned bolted end-plate connections of different types and details", Eng. Struct., 30(10), 2677-2686. https://doi.org/10.1016/j.engstruct.2008.02.013
  18. Sumner, E.A. and Murray, T.M. (2001a), "Experimental investigation of four bolts wide extended end-plate moment connections", Research Report No. CE/VPI-ST-01/15; (Submitted to Star Building Systems, Inc., Oklahoma City, OK, USA, December), 114 p.
  19. Sumner, E.A. and Murray, T.M. (2001b), "Experimental investigation of the MRE 1/2 end-plate moment connection", Research Report No. CE/VPI-ST-01/14; (Submitted to Metal Building Manufacturers Association, Cleveland, OH, USA, December), 91 p.
  20. Sumner, E.A. and Murray, T.M. (2002), "Behavior of extended end-plate moment connections subject to cyclic loading", J. Struct. Eng., ASCE, 128(4), 501-508. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(501)
  21. Sumner, E.A., Mays, T.W. and Murray, T.M. (2000a), "Cyclic testing of bolted moment end-plate connections", Research Report No. CE/VPI-ST-00/03; SAC Report No. SAC/BD-00/21; (Submitted to the SAC Joint Venture, May), 327 p.
  22. Sumner, E.A., Mays, T.W. and Murray, T.M. (2000b), "End-plate moment connections: test results and finite element method validation", Connections in Steel Structures IV: Steel Connections in the New Millennium: Proceedings of the Fourth International Workshop, Roanoke, VA, USA, October.
  23. Turkish Earthquake Code (2007), Specification for Buildings to be Built in Seismic Zones, Ministry of Public Works and Settlement Government of Republic of Turkey.

피인용 문헌

  1. Strength and stiffness modeling of extended endplate connections with circular and rectangular bolt configurations vol.22, pp.2, 2016, https://doi.org/10.12989/scs.2016.22.2.323
  2. Evaluation the behavior of pre-fabricated moment connection with a new geometry of pyramidal end block under monotonic and cyclic loadings vol.29, pp.3, 2015, https://doi.org/10.12989/scs.2018.29.3.391