Steel and Composite Structures

  • 제2권2호
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  • Pages.147-160
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  • 2002
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Cyclic tests on bolted steel and composite double-sided beam-to-column joints

  • Dubina, Dan (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara) ;
  • Ciutina, Adrian Liviu (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara) ;
  • Stratan, Aurel (Department of Steel Structures and Structural Mechanics, Faculty of Civil Engineering and Architecture, "Politehnica" University of Timisoara)
  • 투고 : 2001.11.26
  • 심사 : 2002.01.25
  • 발행 : 2002.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper summarises results of the research performed at the Department of Steel Structures and Structural Mechanics from the "Politehnica" University of Timisoara, Romania, in order to evaluate the performance of beam-to-column extended end plate connections for steel and composite joints. It comprises laboratory tests on steel and composite joints, and numerical modelling of joints, based on tests. Tested joints are double-sided, with structural elements realised of welded steel sections. The columns are of cruciform cross-section, while the beams are of I section. Both monotonic and cyclic loading, symmetrically and antisymmetrically, has been applied. On the basis of tested joints, a refined computer model has been calibrated using a special connection element of the computer code DRAIN 2DX. In this way, a static/dynamic structural analysis of framed structures with real characteristics of the beam to column joints is possible.

키워드

참고문헌

  1. AISC 97 (1997), Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction, Inc. Chicago, Illinois, USA.
  2. Bertero V. (1997), "General report on codification, design and applications", - STESSA 97 Behaviour of Steel Structures in Seismic Areas, Proceedings of the Second International Conference 3-8 Aug. 1997, Kyoto, Japan.
  3. Ciutina, A, Stratan A. and Dubina D. (2001), "Raspunsul Seismic al Cadrelor Metalice Multietajate in funcþie de modelele M-$\Phi$ utilizate pentru imbina ri si elemente structurale", Proc. the Second Nat. Conf. on Earthquake Engineering - UAICR, Bucures i, 8-9 November, 2001, Vol 2, 3.113-3.123.
  4. Dubina, D., Grecea, D., Ciutina, A. and Stratan, A. (2000), "Influence of connection typology and loading asymmetry", Chapter 3.2 in: Moment Resistant Connections of Steel Building Frames in Seismic Areas -, (Mazzolani F.M. ed.) E&FN SPON (London).
  5. Dubina, D., Stratan, A. and Ciutina, A. (2000), "Cyclic tests on bolted steel double-sided beam-to-column joints", NATO Advanced Research Workshop. The Paramount Role of Joints into the Reliable Response of Structures. From the Rigid and Pinned Joints to the Notion of Semi-rigidity. Ouranoupolis, Greece, 21-23 May 2000.
  6. Dubina, D., Ciutina, A. and Stratan, A. (2001), "Cyclic tests of double-sided beam-to-column joints", J. Struct. Eng., 127(2), 129-136. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(129)
  7. ECCS (1985), Recommended Testing Procedures for Assessing the Behaviour of Structural Elements under Cyclic Loads, European Convention for Constructional Steelwork, Technical Committee 1, TWG 1.3 Seismic Design, No. 45.
  8. ENV 1993-1-1 (1997), EUROCODE 3: Part 1.1. Revised Annex J: Joints in Building Frames. Approved Draft: January 1997; CEN, European Committee for Standardisation.
  9. ENV 1994-1-1 (1992), EUROCODE 4: Part 1.1. General rules and rules for buildings; CEN, European Committee for Standardisation.
  10. Moisa, T., Pascu, R. and Romanu, R. (2000), "Study on causes of weld fractures in extended end-plate connections under cyclic loads", Report No. 409/1999. Institute of Welding and Testing of Materials (ISIM) - 2000.
  11. Prakash V., Powell G.H. and Campbell S. (1993), DRAIN 2DX Base Program Description and User Guide, Berkeley University of California, 1993.

피인용 문헌

  1. Seismic behaviour of steel beam-to-column joints with column web stiffening vol.6, pp.6, 2006, https://doi.org/10.12989/scs.2006.6.6.493
  2. Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames vol.85, 2013, https://doi.org/10.1016/j.jcsr.2013.02.016
  3. Cyclic behaviour characterization of web panel components in bolted end-plate steel joints vol.133, 2017, https://doi.org/10.1016/j.jcsr.2017.01.021
  4. Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames vol.14, pp.6, 2013, https://doi.org/10.12989/scs.2013.14.6.547
  5. Column Web Stiffening of Steel Beam-to-Column Joints Subjected to Seismic Actions vol.134, pp.3, 2008, https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(505)
  6. Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints vol.9, pp.1, 2009, https://doi.org/10.12989/scs.2009.9.1.039
  7. Numerical analysis of stainless steel-concrete composite beam-to-column joints with bolted flush endplates vol.33, pp.1, 2002, https://doi.org/10.12989/scs.2019.33.1.143
  8. Seismic-resistant slim-floor beam-to-column joints: experimental and numerical investigations vol.37, pp.3, 2020, https://doi.org/10.12989/scs.2020.37.3.307