참고문헌
- 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.
- AISC 348-14 (2014), Specification for Structural Joints using High-Strength Bolts, Research Council on Structural Connections.
- 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.
- 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.
- 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.
- 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.
- 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
- 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.
- 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.
- 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.
- 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.
- 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 .
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.
- 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.