Steel and Composite Structures

  • 제35권4호
  • /
  • Pages.527-544
  • /
  • 2020
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic design and assessment of steel-concrete frame structures with welded dissipative fuses

  • Calado, Luis (Department of Civil Engineering, Instituto Superior Tecnico, U Lisboa, and CERIS) ;
  • Proenca, Jorge M. (Department of Civil Engineering, Instituto Superior Tecnico, U Lisboa, and CERIS) ;
  • Sio, Joao (Department of Civil Engineering, Instituto Superior Tecnico, U Lisboa, and CERIS)
  • 투고 : 2019.10.23
  • 심사 : 2020.04.03
  • 발행 : 2020.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

This research presents the design and numerical assessment of composite steel-concrete frame structures with welded dissipative fuses. The assessment has been carried out based on linear response spectrum, nonlinear static pushover and time history procedures. The analytical expressions which define the envelope of the nonlinear response of the dissipative fuses are first presented and calibrated against experimental results available in literature. The assessment is then carried out according to a design methodology proposed herein. Outcomes of the numerical assessment indicate that the use of welded dissipative fuses successfully limited damage within the replaceable parts. Furthermore, although structures with dissipative fuses present lower strength and, generally, lower displacement capacity, their displacement ductility and global dissipative performance are generally higher than conventional structures, especially when the structure with dissipative fuses presents a dissipative configuration adjusted to the bending moment distribution diagram calculated for the applied seismic action.

키워드

과제정보

This article was conducted under the INNOSEIS research project (Innovative Anti-Seismic Dissipative Devices, proposal number 709434), financed by the Research Fund for Coal and Steel of the European Commission.

참고문헌

  1. Balut, N. and Gioncu, V. (2003), "Suggestion for an improved 'dog-bone'solution", Proceedings of the Conference on Behaviour of Steel Structures in Seismic Areas, Naples, Italy, June.
  2. Calado, L., Proenca, J.M., Espinha, M. and Castiglioni, C.A. (2013), "Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames", Steel Compos. Struct. 14(6), 547-569. http://dx.doi.org/10.12989/scs.2013.14.5.547.
  3. Calado, L., Proenca, J.M. and Sio, J. (2017), Chapter 6, Deliverable 3.2: Volume with pre-normative design guidelines for innovative devices, INNOSEIS project (RFCS-AM-2015-709434). http://innoseis.ntua.gr/.
  4. Calado, L., Simoes da Silva, L. and Simoes, R. (2000), "Cyclic behavior of steel and composite beam-to-column joints", Connections in Steel Structures IV, Elsevier Science.
  5. Castiglioni, C.A., Alavi, A., Brambilla, G. and Kanyilmaz, A. (2017), "A procedure for the assessment of the behaviour factor for steel MRF systems based on pushover analysis", Proceedings of the 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2017), Rhodes Island, Greece.
  6. Castiglioni, C.A., Kanyilmaz, A. and Calado, L. (2012), "Experimental analysis of seismic resistant composite steel frames with dissipative devices", J. Constr. Steel Res., 76 1-12. https://doi.org/10.1016/j.jcsr.2012.03.027.
  7. CSI SAP2000 Integrated software for structural analysis & design, Computer and Structures. Inc., Berkeley, California.
  8. Dowell, R.K., Seible, F. and Wilson, E.L. (1998), "Pivot hysteresis model for reinforced concrete members", ACI Struct. J., 95 607-617.
  9. Engelhardt, M.D. and Sabol, T.A. (1997), "Seismic-resistant steel moment connections: developments since the 1994 Northridge earthquake", Progress Struct. Eng. Mater., 1(1), 68-77. https://doi.org/10.1002/pse.2260010112.
  10. Engelhardt, M.D. and Sabol, T.A. (1998), "Reinforcing of steel moment connections with cover plates: benefits and limitations", Eng. Struct., 20(4-6), 510-520. https://doi.org/10.1016/S0141-0296(97)00038-2.
  11. Eurocode (2002), EN1990:2002 Eurocode 0: Basis of structural design, European Committee for Standardisation, Brussels.
  12. Eurocode (2004a), EN1994-1-1:2004 Eurocode 4: Design of composite steel and concrete structures - part 1-1, European Committee for Standardisation, Brussels.
  13. Eurocode (2004b), EN1998-1:2004 Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, European Committee for Standardisation, Brussels.
  14. Eurocode (2005), EN1993-1-8:2005 Eurocode 3: Design of steel structures - Part 1-8: Design of joints, European Committee for Standardisation, Brussels.
  15. Fajfar, P. and Fischinger, M. (1988), "N2-A method for non-linear seismic analysis of regular buildings", Proceedings of the 9th world conference in earthquake engineering.
  16. FEMA (2000), Commentary for the seismic rehabilitation of buildings (FEMA356), Federal Emergency Management Agency, Washington, DC.
  17. Gasparini, D. and Vanmarcke, E.H. (1976), SIMQKE: A program for artificial motion generation, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA
  18. Gomes, A. and Appleton, J. (1997), "Nonlinear cyclic stress-strain relationship of reinforcing bars including buckling", Eng. Struct., 19(10), 822-826. https://doi.org/10.1016/S0141-0296(97)00166-1.
  19. He, X., Chen, Y., Eatherton, M.R. and Shao, T. (2018), "Experimental evaluation of replaceable energy dissipation connection for moment-resisting composite steel frames", J. Struct. Eng., 144(6), 04018042. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002028.
  20. Jiang, Z.Q., Yang, X.F., Dou, C., Li, S.H. and Zhang, A.l. (2019), "Seismic performance of prefabricated corrugated web beam-column joint with replaceable cover plates", Adv. Struct. Eng., 22(5), 1161-1174. https://doi.org/10.1177/1369433218807688.
  21. Koetaka, Y., Chusilp, P., Zhang, Z., Ando, M., Suita, K., Inoue, K. and Uno, N. (2005), "Mechanical property of beam-to-column moment connection with hysteretic dampers for column weak axis", Eng. Struct., 27(1), 109-117. https://doi.org/10.1016/j.engstruct.2004.09.002.
  22. Lopez-Barraza, A., Ruiz, S.E., Reyes-Salazar, A. and Bojorquez, E. (2016), "Demands and distribution of hysteretic energy in moment resistant self-centering steel frames", Steel Compos. Struct., 20(5), 1155-1171. http://dx.doi.org/10.12989/scs.2016.20.5.1155.
  23. Ma, H., Wang, J., Lui, E.M., Wan, Z. and Wang, K. (2019), "Experimental study of the behavior of beam-column connections with expanded beam flanges", Steel Compos. Struct., 31(3), 319-327. https://doi.org/10.12989/scs.2019.31.3.319.
  24. Mazzolani, F. (2000), Moment Resistant Connections of Steel Frames in Seismic Areas: Design and Reliability, CRC Press
  25. McCormick, J., Aburano, H., Ikenaga, M. and Nakashima, M. (2008), "Permissible residual deformation levels for building structures considering both safety and human elements", Proceedings of the 14th world conference on earthquake engineering, Beijing, China.
  26. Nakashima, M., Inoue, K. and Tada, M. (1998), "Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake", Eng. Struct., 20(4-6), 271-281. https://doi.org/10.1016/S0141-0296(97)00019-9.
  27. Oh, S.H., Kim, Y.J. and Ryu, H.S. (2009), "Seismic performance of steel structures with slit dampers", Eng. Struct., 31(9), 1997-2008. https://doi.org/10.1016/j.engstruct.2009.03.003.
  28. Ozkaynak, H., Khajehdehi, A., Gullu, A., Azizisales, F., Yuksel, E. and Karadogan, F. (2018), "Uni-axial behavior of energy dissipative steel cushions", Steel Compos. Struct., 27(6), 661-674. https://doi.org/10.12989/scs.2018.27.6.661.
  29. Pachoumis, D.T., Galoussis, E.G., Kalfas, C.N. and Efthimiou, I.Z. (2010), "Cyclic performance of steel moment-resisting connections with reduced beam sections-experimental analysis and finite element model simulation", Eng. Struct., 32(9), 2683-2692. https://doi.org/10.1016/j.engstruct.2010.04.038.
  30. Plumier, A. (1990), "New idea for safe structures in seismic zones", IABSE Symposium-Mixed Structures Including New Materials.
  31. Plumier, A. (2000), "General report on local ductility", J. Constr. Steel Res., 55(1-3), 91-107. https://doi.org/10.1016/S0143-974X(99)00079-6.
  32. Sabbagh, A.B., Chan, T.M. and Mottram, J.T. (2013), "Detailing of I-beam-to-CHS column joints with external diaphragm plates for seismic actions", J. Constr. Steel Res., 88 21-33. https://doi.org/10.1016/j.jcsr.2013.05.006.
  33. Valente, M., Castiglioni, C.A. and Kanyilmaz, A. (2016), "Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution", Bull. Earthq. Eng., 14(12), 3613-3639. https://doi.org/10.1007/s10518-016-0002-9.
  34. Valente, M., Castiglioni, C.A. and Kanyilmaz, A. (2017a), "Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames", Eng. Struct., 131, 275-292. https://doi.org/10.1016/j.engstruct.2016.11.004.
  35. Valente, M., Castiglioni, C.A. and Kanyilmaz, A. (2017b), "Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses", J. Constr. Steel Res., 128, 498-511. https://doi.org/10.1016/j.jcsr.2016.09.003.
  36. Vasdravellis, G., Valente, M. and Castiglioni, C.A. (2009), "Dynamic response of composite frames with different shear connection degree", J. Constr. Steel Res., 65(10-11), 2050-2061. https://doi.org/10.1016/j.jcsr.2009.05.001
  37. Yu, Q.S.K. and Uang, C.M. (2001), "Effects of near-fault loading and lateral bracing on the behavior of RBS moment connections", Steel Compos. Struct., 1(1), 145-158. https://doi.org/10.12989/scs.2001.1.1.145.