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Design equations for prefabricated steel moment connections

  • 투고 : 2020.10.18
  • 심사 : 2021.08.30
  • 발행 : 2021.11.10

초록

Recently, modular prefabricated steel moment connections have been widely studied by several researchers. These connections are made of tubular columns that are ended to horizontal plates at both sides, an inter-story short column, and truss beams that are joined to the connecting plates using top and bottom plates. In this study, a series of equations have been developed and presented for designing each component of this type of connection. Then, to verify the proposed equations, the connection was modeled in ABAQUS and then the results extracted from the equations and modeling were compared. The findings indicated that the proposed equations have the required accuracy.

키워드

참고문헌

  1. Abolmaali, A., Matthys, J.H., Farooqi, M. and Choi, Y. (2005), "Development of moment-rotation model equations for flush end-plate connections", J. Constr. Steel Res., 61(12), 1595-1612. https://doi.org/10.1016/j.jcsr.2005.05.004.
  2. AISC 348-14 (2014), Specification for Structural Joints using High-Strength Bolts, Research Council on Structural Connections.
  3. Baniotopoulos, C.C. (1994), "On the numerical assessment of the separation zones in semirigid column base plate connections", Struct. Eng. Mech., 2(3), 295-309. https://doi.org/10.12989/sem.1994.2.3.295.
  4. Brunesi, E., Nascimbene, R. and Rassati, G.A. (2014), "Response of partially-restrained bolted beam-to-column connections under cyclic loads", J. Constr. Steel Res., 97, 24-38. https://doi.org/10.1016/j.jcsr.2014.01.014.
  5. Brunesi, E., Nascimbene, R. and Rassati, G.A. (2015), "Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses", J. Constr. Steel Res., 107, 37-49. https://doi.org/10.1016/j.jcsr.2014.12.022.
  6. Farrokhi, H., Danesh, F.A. and Eshghi, S. (2010), "The structural detailing effect on seismic behavior of steel moment resisting connections", Struct. Eng. Mech., 35(5), 617-630. https://doi.org/10.12989/sem.2010.35.5.617.
  7. Gupta, A.K.S.H.A.Y. and Krawinkler, H.E.L.M.U.T. (2002), "Relating the seismic drift demands of SMRFs to element deformation demands", Eng. J., 39(2), 100-108. https://doi.org/10.2307/806627
  8. Hu, F., Shi, G., Bai, Y. and Shi, Y. (2014), "Seismic performance of prefabricated steel beam-to-column connections", J. Constr. Steel Res., 102, 204-216. https://doi.org/10.1016/j.jcsr.2014.07.012.
  9. Kazemi, S.M., Sohrabi, M. and Haji Kazemi, H, (2018a), "Investigation of prefabricated special steel connections behavior under cyclic loads", Adv. Steel Constr., 14(3), 412-423.
  10. Kazemi, S.M., Sohrabi, M.R. and Kazemi, H.H. (2018b), "Evaluation the behavior of pre-fabricated moment connection with a new geometry of pyramidal end block under monotonic and cyclic loadings", Steel Compos. Struct., 29(3), 391-404. https://doi.org/10.12989/scs.2018.29.3.391.
  11. Kazemi, S.M., Sohrabi, M.R. and Kazemi, H.H. (2019), "The effect of beam section property on the behavior of modular prefabricated steel moment connection", Steel Compos. Struct., 32(6), 769-778. https://doi.org/10.12989/scs.2019.32.6.769.
  12. Li, X., Wu, Y., Mao, W., Xiao, Y., Anderson, J.C. and Guo, Y. (2006), "Bolted end plate connections for steel reinforced concrete composite structures", Struct. Eng. Mech., 24(3), 291-306. https://doi.org/10.12989/sem.2006.24.3.291 .
  13. Lin, X., Okazaki, T. and Nakashima, M. (2014), "Bolted beam-to-column connections for built-up columns constructed of HSA700 steel", J. Constr. Steel Res., 101, 469-481. https://doi.org/10.1016/j.jcsr.2014.05.018.
  14. Lin, X., Okazaki, T. and Nakashima, M. (2014), "Bolted beam-to-column connections for built-up columns constructed of HSA700 steel", J. Constr. Steel Res., 101, 469-481. https://doi.org/10.1016/j.jcsr.2014.05.018.
  15. Liu, X., Pu, S., Zhang, A. and Zhan, X. (2017), "Performance analysis and design of bolted connections in modularized prefabricated steel structures", J. Constr. Steel Res., 133, 360-373. https://doi.org/10.1016/j.jcsr.2017.02.025.
  16. Liu, X., Pu, S., Zhang, A., Xu, A., Ni, Z., Sun, Y. and Ma, L. (2015), "Static and seismic experiment for bolted-welded joint in modularized prefabricated steel structure", J. Constr. Steel Res., 115, 417-433. https://doi.org/10.1016/j.jcsr.2015.08.036.
  17. Lu, X., Yu, Y., Kiyoshi, T. and Satoshi, S. (2000), "Experimental study on the seismic behavior in the connection between CFRT column and steel beam", Struct. Eng. Mech., 9(4), 365-374. https://doi.org/10.12989/sem.2000.9.4.365.
  18. Mohamadi-Shoore, M.R. and Mofid, M. (2011), "New modeling for moment-rotation behavior of bolted endplate connections", Scientia Iranica, 18(4), 827-834. https://doi.org/10.1016/j.scient.2011.07.015.
  19. Tagawa, H. and Liu, Y. (2014), "Stiffening of bolted end-plate connections with steel member assemblies", J. Constr. Steel Res., 103, 190-199. https://doi.org/10.1016/j.jcsr.2014.09.005.
  20. Torabian, S., Mirghaderi, S.R. and Keshavarzi, F. (2012), "Moment-connection between I-beam and built-up square column by a diagonal through plate", J. Constr. Steel Res., 70, 385-401. https://doi.org/10.1016/j.jcsr.2011.10.017.
  21. Wang, X., Yin, Z., Li, Q. and Shen, S. (2007), "Experimental study of beam-column connections with web opening in a low-rise steel frame", Struct. Eng. Mech., 26(3), 263-276. https://doi.org/10.12989/sem.2007.26.3.263.
  22. Wijesundara, K.K., Nascimbene, R. and Rassati, G.A. (2014), "Modeling of different bracing configurations in multi-storey concentrically braced frames using a fiber-beam based approach", J. Constr. Steel Res., 101, 426-436. https://doi.org/10.1016/j.jcsr.2014.06.009.
  23. Wijesundara, K.K., Nascimbene, R. and Rassati, G.A. (2018), "Evaluation of the seismic performance of suspended zipper column concentrically braced steel frames", J. Constr. Steel Res., 150, 452-461. https://doi.org/10.1016/j.jcsr.2018.09.003.
  24. Zohra, D.F. and Nacer, I.T.A. (2018), "Dynamic analysis of steel frames with semi-rigid connections", Struct. Eng. Mech., 65(3), 327-334. https://doi.org/10.12989/sem.2018.65.3.327.