Introducing new rigid I-beam to box column connections by using a stiffened channel link |
Garoosi, Allah Reza Moradi
(Department of Civil Engineering, Sanandaj Branch, Islamic Azad University)
Roudsari, Mehrzad Tahamouli (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Torkaman, Morteza (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Bonyadirad, Shahab (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Saeedmanesh, Ali (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) soleimani, Khalil (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Lotfi, Hosein Reza (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Jowkar, Roya (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) Alipour, Ali (Department of Civil Engineering, Kermanshah Branch, Islamic Azad University) |
1 | Tahamouli Roudsari, M., Jamshidi, K,H. and Mohebi Zangeneh, M. (2016), "Experimental and numerical investigation of IPE reduced beam sections with diagonal web stiffeners", J. Earthq. Eng., 22(4), 533-552. https://doi.org/10.1080/13632469.2016.1234422. DOI |
2 | Tahamouli Roudsari, M., Sohaei, S., Torkaman, M., Safaee, S.A., Tahmasebi, S., Mohammadi, S. and Ghiasvand, M.M. (2020), "Presenting a new detail for the rigid connection between I-shaped beam and concrete-filled steel tube column with stiffened channel link", Int. J. Steel Struct., 20, 655-667. https://doi.org/10.1007/s13296-020-00312-w. DOI |
3 | Wang, Y.C. and Xue, L. (2013), "Experimental study of moment-rotation characteristics of reverse channel connections to tubular columns", J. Constr. Steel Res., 85, 92-104. https://doi.org/10.1016/j.jcsr.2013.03.006. DOI |
4 | Gholami, M., Deylami, A. and Tehranizadeh, M. (2013), "Seismic performance of flange plate connections between steel beams and box columns", J. Constr. Steel Res., 84, 36-48. https://doi.org/10.1016/j.jcsr.2012.11.011. DOI |
5 | Deylami, A., Tehranizadeh, M. and Gholami, M. (2013), "Panel Zone in the Flange Plate Connection to Box Column", Proceedings of the 13th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), Sep 11. |
6 | Wang, Z.B., Tao, Z., Li, D.S. and Han, L.H. (2016), "Cyclic behaviour of novel blind bolted joints with different stiffening elements", Thin-Wall. Struct., 101, 157-168. https://doi.org/10.1016/j.tws.2016.01.007. DOI |
7 | ISO 898-1 (2009), mechanical properties of fasteners made of carbon steel and alloy steel -Part 1: , screws and studs with pacified property classes - coarse thread and fine pitch thread, International Organization for Standardization; Geneva, Switzerland. |
8 | Tahamouli Roudsari, M., Sohaei, S., Torkaman, M., Alizadeh, A., Safaee, S., Haghaninia, A. and Mohammadi Majd, M. (2019), "Experimental investigation of I-shaped beam to circular column rigid connection with stiffened and non-stiffened channel link", J. Earthq. Eng., 1-23. https://doi.org/10.1080/13632469.2019.1628129. DOI |
9 | AISC/ANSI 341-10 (2010), American Institute of Steel Construction, Seismic Provisions for Structural Steel Buildings, Chicago (IL), USA. |
10 | ANSI/AISC 341-16 (2016), American Institute of Steel Construction, Seismic Provisions for Structural Steel Buildings; Chicago, Illinois, USA. |
11 | Choi, S.M., Jung, D.S., Kim, D.J. and Kim, J.H. (2007), "An evaluation equation of load capacities for CFT square column-to-beam connections with combined diaphragm", Steel Compos. Struct., 7(4), 303-320. https://doi.org/10.12989/scs.2007.7.4.303. DOI |
12 | ANSI/AISC 360-16 (2016), American Institute of Steel Construction, Specification for Structural Steel Buildings; Chicago, Illinois, USA. |
13 | ASTM Standard A370-02 (2002), Standard test methods and definitions for mechanical testing of steel products, American Society for Testing and Materials; Philadelphia, PA. |
14 | Chen, C.C., Lin, C.C. and Tsai, C.L. (2004), "Evaluation of reinforced connections between steel beams and box columns", Eng. Struct., 26(13), 1889-1904. https://doi.org/10.1016/j.engstruct.2004.06.017. DOI |
15 | Erfani, S., Asnafi, A.A. and Goudarzi, A. (2016), "Connection of I-beam to box-column by a short stub beam", J. Constr. Steel Res., 127, 136-150. https://doi.org/10.1016/j.jcsr.2016.07.025. DOI |
16 | FEMA- 440 (2005), Improvement of nonlinear static seismic analysis procedures, Federal Emergency Management Agency; Redwood City. |
17 | Hadianfard, M.A. and Rahnema, H. (2010), "Effects of RHS face deformation on the rigidity of beam-column connection", Steel Compos. Struct., 10(6), 489-500. https://doi.org/10.12989/scs.2010.10.6.489. DOI |
18 | AlHendi, H. and Celikag, M. (2015), "Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS", J. Constr. Steel Res., 112, 271-281. https://doi.org/10.1016/j.jcsr.2015.05.017. DOI |
19 | ANSI/AISC 358-16 (2016), Prequalified connections for special and intermediate steel moment frames for seismic applications, American Institute of Steel Construction; Chicago, Illinois, USA. |
20 | Garoosi, A.M., Tahamouli Roudsari, M. and Hashemi, B.H. (2018), "Experimental evaluation of rigid connection with reduced section and replaceable fuse", Structures, 16, 390-404. https://doi.org/10.1016/j.istruc.2018.11.010. DOI |
21 | Huang, Z., Jiang, L.Z., Zhou, W.B. and Chen, S. (2016), "Studies on restoring force model of concrete filled steel tubular laced column to composite box-beam connections", Steel Compos. Struct., 22(6), 1217-1238. https://doi.org/10.12989/scs.2016.22.6.1217. DOI |
22 | Saffari, H., Hedayat, A.A. and Goharrizi, N.S. (2013), "Suggesting double-web I-shaped columns for omitting continuity plates in a box-shaped column", Steel Compos. Struct., 15(6), 585-603. https://doi.org/10.12989/scs.2013.15.6.585. DOI |
23 | Kim, Y.J. and Oh, S.H. (2007), "Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections", J. Constr. Steel Res., 63(1), 24-36. https://doi.org/10.1016/j.jcsr.2006.02.009. DOI |
24 | Lee, S.H., Yang, I.S. and Choi, S.M. (2010), "Structural characteristics of welded built-up square CFT column-to-beam connections with external diaphragms", Steel Compos. Struct., 10(3), 261-279. https://doi.org/10.12989/scs.2010.10.4.281. DOI |
25 | Mirghaderi, S.R., Torabian, S. and Keshavarzi, F. (2010), "I-beam to box-column connection by a vertical plate passing through the column", Eng. Struct., 32(8),2034-2048. https://doi.org/10.1016/j.engstruct.2010.03.002. DOI |
26 | Naserabad, A.A., Ghasemi, M.R., Shabakhty, N. and Arab, H.G. (2019), "Design of a novel prefabricated bolted I-beam to box-column connection using numerical analysis under cyclic load", Int. J. Steel Struct., 19(5), 1-15. https://doi.org/10.1007/s13296-019-00222-6. DOI |
27 | Rezaifar, O., Nazari, M. and Gholhaki, M. (2017), "Experimental study of rigid beam-to-box column connections with types of internal/external stiffeners", Steel Compos. Struct., 25(5), 535-544. https://doi.org/10.12989/scs.2017.25.5.535. DOI |
28 | Behrooz, S.M. and Erfani, S. (2020), "Parametric study of Stub-Beam Bolted Extended End-Plate connection to box-columns", J. Constr. Steel Res., 171, 106155. https://doi.org/10.1016/j.jcsr.2020.106155 DOI |
29 | Chou, C.C. and Jao, C.K. (2010), "Seismic rehabilitation of welded steel beam-to-box column connections utilizing internal flange stiffeners", Earthq. Spectra, 26(4), 927-950. https://doi.org/10.1193/1.3480275. DOI |
30 | Esfandyary, R., Razzaghi, M.S., Eslami, A. and Branch, T. (2015), "A parametric investigation on the hysteretic behaviour of CFT column to steel beam connections", Struct. Eng. Mech., 55(1), 205-228. https://doi.org/10.12989/sem.2015.55.1.205. DOI |