Steel and Composite Structures

  • 제14권6호
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  • Pages.547-569
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  • 2013
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames

  • Calado, Luis (Department of Civil Engineering and Architecture, Instituto Superior Tecnico, Technical University of Lisbon) ;
  • Proenca, Jorge M. (Department of Civil Engineering and Architecture, Instituto Superior Tecnico, Technical University of Lisbon) ;
  • Espinha, Miguel (Department of Civil Engineering and Architecture, Instituto Superior Tecnico, Technical University of Lisbon) ;
  • Castiglioni, Carlo A. (Structural Engineering Department, Politecnico di Milano, Piazza L. da Vinci)
  • 투고 : 2011.04.23
  • 심사 : 2013.05.20
  • 발행 : 2013.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

In recent years there has been increasing international interest about designing structures that cost less to repair after they have been subjected to strong earthquakes. Considering this interest, an innovative repairable fuse device has been developed for dissipative beam-to-column connections in moment-resisting composite steel and concrete frames. The seismic performance of the device was assessed through an extensive experimental program comprising ten cyclic and two monotonic tests. These tests were conducted on a single beam-to-column specimen with different fuse devices for each test. The devices varied in terms of the chosen geometric and mechanical parameters. The tests showed that the devices were able to concentrate plasticity and to dissipate large amounts of energy through non-linear behavior. Numerical models were developed with Abaqus and simplified design models are also proposed.

키워드

참고문헌

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피인용 문헌

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  2. Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution vol.14, pp.12, 2016, https://doi.org/10.1007/s10518-016-0002-9
  3. I.11.00: Innovative systems for seismic resistance: The INNOSEIS Project vol.1, pp.2-3, 2017, https://doi.org/10.1002/cepa.392
  4. Energy dissipation of steel-polymer composite beam-column connector vol.18, pp.5, 2015, https://doi.org/10.12989/scs.2015.18.5.1161
  5. Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses vol.128, 2017, https://doi.org/10.1016/j.jcsr.2016.09.003
  6. Research on anti-seismic property of new end plate bolt connections - Wave web girder-column joint vol.22, pp.1, 2016, https://doi.org/10.12989/scs.2016.22.1.045
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  8. Study on the Influence of Connection Configuration on Composite Joints vol.18, pp.3, 2018, https://doi.org/10.1007/s13296-018-0045-7
  9. Improving Seismic Behavior of MRFs by U-shaped Hysteretic Damper Along Diagonal Brace pp.2093-6311, 2018, https://doi.org/10.1007/s13296-018-0139-2
  10. Composite Frames with Dissipative Beam Splices: Numerical Analyses and Design Guidelines vol.763, pp.1662-9795, 2018, https://doi.org/10.4028/www.scientific.net/KEM.763.771
  11. Development of miniature bar-type structural fuses with cold formed bolted connections vol.34, pp.1, 2020, https://doi.org/10.12989/scs.2020.34.1.053
  12. Experimental Seismic Performance of Self-Control Energy Dissipation UPPC Frame vol.44, pp.1, 2013, https://doi.org/10.1007/s40996-019-00265-z
  13. Seismic design and assessment of steel-concrete frame structures with welded dissipative fuses vol.35, pp.4, 2013, https://doi.org/10.12989/scs.2020.35.4.527
  14. EVALUATION OF PERFORMANCE OF BEAM COLUMN JOINT WITH REDUCED BEAM SECTION vol.9, pp.7, 2013, https://doi.org/10.29121/ijesrt.v9.i7.2020.1
  15. Performance of innovative composite buckling-restrained fuse for concentrically braced frames under cyclic loading vol.36, pp.2, 2013, https://doi.org/10.12989/scs.2020.36.2.163
  16. Experimental study of an earthquake-resilient prefabricated opening-web steel channel beam-to-column joint with flange cover plates vol.221, pp.None, 2020, https://doi.org/10.1016/j.engstruct.2020.111054