1 |
Qin, Y. and Chen, Z. (2016), "Research on cold-formed steel connections: A state-of-the-art review", Steel Compos. Struct., Int. J., 20(1), 21-41.
DOI
|
2 |
Qin, Y., Chen, Z., Yang, Q. and Shang, K. (2014a), "Experimental seismic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns", J. Constr. Steel Res., 93, 32-43.
DOI
|
3 |
Qin, Y., Chen, Z. and Wang, X. (2014b), "Experimental investigation of new internal-diaphragm connections to CFT columns under cyclic loading", J. Constr. Steel Res., 98, 35-44.
DOI
|
4 |
Qin, Y., Chen, Z. and Wang, X. (2014c), "Elastoplastic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns", J. Constr. Steel Res., 93, 88-96.
DOI
|
5 |
Qin, Y., Chen, Z. and Rong, B. (2014d), "Component-based mechanical models for axially-loaded through-diaphragm connections to concrete-filled RHS columns", J. Constr. Steel Res., 102, 150-163. DOI: http://dx.doi.org/10.1016/j.jcsr.2014.06.016
DOI
|
6 |
Qin, Y., Chen, Z., Wang, X. and Zhou, T. (2014e), "Seismic behavior of through-diaphragm connections between CFRT columns and steel beams-experimental study", Adv. Steel Constr., 10(3), 351-371.
|
7 |
Qin, Y., Chen, Z. and Han, N. (2014f), "Research on design of through-diaphragm connections between CFRT columns and HSS beams", Int. J. Steel Struct., 14(3), 1-12.
DOI
|
8 |
Ricles, J.M., Peng, S.W. and Lu, L.W. (2004), "Seismic behavior of composite concrete filled steel tube column-wide flange beam moment connections", J. Struct. Eng., 130(2), 223-232.
DOI
|
9 |
Rong, B., Chen, Z.H., Zhang, R.Y., Apostolos, F. and Yang, N. (2012), "Experimental and analytical investigation of the behavior of diaphragm-through joints of concrete-filled tubular columns", J. Mech. Mater. Struct., 7(10), 909-929.
DOI
|
10 |
Shams, M. and Saadeghvaziri, MA. (1997), "State of the art of concrete-filled steel tubular columns", ACI Struct. J., 94(5), 558-571.
|
11 |
Shanmugam, N.E. and Lakshmi, B. (2001), "State of the art report on steel-concrete composite columns", J. Constr. Steel Res., 57(10), 1041-1080.
DOI
|
12 |
Shin, K.J., Kim, Y.J., Oh, Y.S. and Moon, T.S. (2004), "Behavior of welded CFT column to H-beam connections with external stiffeners", Eng. Struct., 26(13), 1877-1887.
DOI
|
13 |
Shin, K.J., Kim, Y.J. and Oh, Y.S. (2008), "Seismic behaviour of composite concrete-filled tube column-tobeam moment connections", J. Constr. Steel Res., 64(1), 118-127.
DOI
|
14 |
Tang, J.R. (1989), Seismic Resistance of Joints in Reinforced Concrete Frames, Southeast University Press, Nanjing, China.
|
15 |
Tizani, W., Al-Mughairi, A., Owen, J.S. and Pitrakkos, T. (2013a), "Rotational stiffness of a blind-bolted connection to concrete-filled tubes using modified Hollo-bolt", J. Constr. Steel Res., 80, 317-331.
DOI
|
16 |
Tizani, W., Wang, Z.Y. and Hajirasouliha, I. (2013b), "Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigation", Eng. Struct., 46, 535-546.
DOI
|
17 |
Viest, I.M., Colaco, J.P., Furlong, R.W., Griffis, L.G., Leon, R.T. and Wyllie, L.A. (1997), Composite Construction Design For Buildings, McGraw-Hill Companies, Inc. and the American Society of Civil Engineers, USA.
|
18 |
Wang, J.F., Han, L.H. and Uy, B. (2009c-b), "Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns", J. Constr. Steel Res., 65(8-9), 1644-1663.
DOI
|
19 |
Wang, W.D., Han, L.H. and Zhao, X.L. (2009a), "Analytical behavior of frames with steel beams to concrete-filled steel tubular column", J. Constr. Steel Res., 65(3), 497-508.
DOI
|
20 |
Wang, J.F., Han, L.H. and Uy, B. (2009b-a), "Behaviour of flush end plate joints to concrete-filled steel tubular columns", J. Constr. Steel Res., 65(4), 925-939.
DOI
|
21 |
Wu, L.Y., Chung, L.L., Tsai, S.F., Shen, T.J. and Huang, G.L. (2005), "Seismic behavior of bolted beam-to-column connections for concrete filled steel tube", J. Constr. Steel Res., 61(10), 1387-1410.
DOI
|
22 |
Wu, L.Y., Chung, L.L., Tsai, S.F., Lu, C.F. and Huang, G.L. (2007), "Seismic behavior of bidirectional bolted connections for CFT columns and H-beams", Eng. Struct., 29(3), 395-407.
DOI
|
23 |
Zhao, X.L., Herion, S., Packer, J.A., Puthli, R.S., Sedlacek, G., Wardenier, J., Weynand, K., van Wingerde, A.M. and Yeomans, N.F. (2001), CIDECT Design Guide No. 8: Design Guide for Circular and Rectangular Hollow Section Welded Joints under Fatigue Loading, CIDECT and Verlag TUV Rheinland GmbH, Koln, Germany.
|
24 |
Zhou, T.H., He, B.K., Chen, G.J., Wei, C.W. and Shan, Y.M. (2004), "Experimental studies on seismic behavior of concrete-filled steel tubular column and steel beam joints under cyclic loading", J. Building Struct., 25(1), 9-16.
|
25 |
BS EN 1993-1-8 (2005), Eurocode 3: Design Provision of Steel Structures-Part 1-8: Design of Joints, British Standards Institution, UK.
|
26 |
ANSI/AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Inc., Chicago, IL, USA.
|
27 |
Architectural Institute of Japan (1987), AIJ Standard for Structural Calculation of Steel Reinforced Concrete Structures, Architectural Institute of Japan, Tokyo, Japan.
|
28 |
Azuma, K., Kurobane, Y. and Makino, Y. (2000), "Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture", Eng. Struct., 22(12), 1596-1608.
DOI
|
29 |
Barnett, T.C., Tizani, W. and Nethercot, D.A. (2001), "The practice of blind bolting connections to structural hollow sections: A review", Steel Compos. Struct., Int. J., 1(1), 1-16.
DOI
|
30 |
Bergmann, R., Matsui, C., Meinsma, C. and Dutta, D. (1995), Design Guide for Concrete Filled Section Columns under Static and Seismic Loading, CIDECT Design Guide No. 5, CIDECT and Verlag TUV Rheinland GmbH, Koln, Germany.
|
31 |
BS EN 1994-1-1 (2004), Eurocode 4: Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings, British Standards Institution, UK.
|
32 |
CECS 159:2004 (2004), Technical Specification for Structures with Concrete-Filled Rectangular Steel Tube Members, China Planning Press, Beijing, China.
|
33 |
Chen, Z., Qin, Y. and Wang, X. (2014), "Development of connections to concrete-filled rectangular tubular columns", Adv. Steel Constr., 11(4), 408-426.
|
34 |
Cheng, C.T., Chan, C.F. and Chung, L.L. (2007), "Seismic behavior of steel beams and CFT column moment-resisting connections with floor slabs", J. Constr. Steel Res., 63(11), 1479-1493.
DOI
|
35 |
Choi, S., Yun, Y. and Kim, J. (2006), "Experimental study on seismic performance of concrete filled tubular square column-to-beam connections with combined cross diaphragm", Steel Compos. Struct., Int. J., 6(4), 303-317.
DOI
|
36 |
Choi, S., Jung, D., Kim, D. and Kim, J. (2007), "An evaluation equation of load capacities for CFT square column-to-beam connections with combined diaphragm", Steel Compos. Struct., Int. J., 7(4), 303-320.
DOI
|
37 |
Fukumoto, T. and Morita, K. (2005), "Elastoplastic behavior of panel zone in steel beam-to-concrete filled steel tube column moment connections", J. Struct. Eng., 131(12), 1841-1853.
DOI
|
38 |
Choi, S.M., Park, S.H. and Yun, Y.S. (2010), "A study on the seismic performance of concrete-filled square steel tube column-to-beam connections reinforced with asymmetric lower diaphragms", J. Constr. Steel Res., 66(7), 962-970.
DOI
|
39 |
De Nardin, S. and EI Debs, A.L.H.C. (2004), "An experimental study of connections between I-beams and concrete filled steel tubular columns", Steel Compos. Struct., Int. J., 4(4), 303-315.
DOI
|
40 |
Fukumoto, T. (2005), "Steel-beam-to-concrete-filled-steel-tube-column moment connections in Japan", Steel Struct., 5(4), 357-365.
|
41 |
GB/T 5117-1995 (1995), Carbon Steel Covered Electrodes, Standards Press of China, Beijing, China.
|
42 |
GB 50205-2001 (2002), Code for Acceptance of Construction Quality of Steel Structures, China Planning Press, Beijing, China.
|
43 |
GB/T 228-2002 (2002), Metallic Materials-Tensile Testing at Ambient Temperature, Standards Press of China, Beijing, China.
|
44 |
GB50011-2001 (2008), Code for Seismic Design of Buildings, China Architecture and Building Press, Beijing, China.
|
45 |
GB 50661-2011 (2011), Code for Welding of Steel Structures, China Architecture and Building Press, Beijing, China.
|
46 |
Gourley, B.C., Tort, C., Denavit, M.D., Schille, P.H. and Hajjar, J.F. (2008), "A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube members, connections, and frames", NSEL report series, Report no. NSEL-008; Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, IL, USA.
|
47 |
Iwashita, T., Kurobane, Y., Azuma, K. and Makino, Y. (2003), "Prediction of brittle fracture initiating at ends of CJP groove welded joints with defects: Study into applicability of failure assessment diagram approach", Eng. Struct., 25(14), 1815-1826.
DOI
|
48 |
Han, L.H., Wang, W.D. and Tao, Z. (2011), "Performance of circular CFST column to steel beam frames under lateral cyclic loading", J. Constr. Steel Res., 67(5), 876-890.
DOI
|
49 |
ISO 898-1:2013(E) (2013), Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel Part 1: Bolts, Screws and Studs with Specified Property Classes-Coarse Thread and Fine Pitch Thread, British Standards Institution, Switzerland.
|
50 |
Iwashita, T. (2002), "Brittle fracture from ends of CJP groove welded joints", Proceedings of the 12th International Offshore and Polar Engineering Conference, Kitakyushu, Japan, May.
|
51 |
Johansson, M. (2003), "Composite action in connection regions of concrete-filled steel tube columns", Steel Compos. Struct., Int. J., 3(1), 47-64.
DOI
|
52 |
Jones, M.H. and Wang, Y.C. (2010), "Tying behaviour of fin-plate connection to concrete-filled rectangular steel tubular column - Development of a simplified calculation method", J. Constr. Steel Res., 66(1), 1-10.
DOI
|
53 |
Kang, C.H., Shin, K.J., Oh, Y.S. and Moon, T.S. (2001), "Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements", Eng. Struct., 23(9), 1194-1201.
DOI
|
54 |
Kurobane, Y. (2002), "Connections in tubular structures", Prog. Struct. Eng. Mater., 4(1), 35-45.
DOI
|
55 |
Kurobane, Y., Packer, J.A., Wardenier, J. and Yeomans, N. (2004), Design Guide for Structural Hollow Section Ccolumn Connections, CIDECT Design Guide No. 9, CIDECT and Verlag TUV Rheinland GmbH, Koln, Germany.
|
56 |
Loh, H.Y., Uy, B. and Bradford, M.A. (2006), "The effects of partial shear connection in composite flush end plate joints Part I - experimental study", J. Constr. Steel Res., 62(4), 378-390.
DOI
|
57 |
Lee, Y.K. and Choi, S. (2012), "Shear strength formula of CFST column-beam pinned connections", Steel Compos. Struct., Int. J., 11(5), 409-421.
|
58 |
Lee, S., Yang, S. and Choi, S. (2010), "Structural characteristics of welded built-up square CFT column-to-beam connections with external diaphragms", Steel Compos. Struct., Int. J., 10(3), 261-279.
DOI
|
59 |
Li, G.Q. and Li, J.J. (2007), Advanced Analysis and Design of Steel Frames, John Wiley & Sons, Ltd., Hoboken, NJ, USA.
|
60 |
Malaga-Chuquitaype, C. and Elghazouli, A.Y. (2010), "Behaviour of combined channel/angle connections to tubular columns under monotonic and cyclic loading", Eng. Struct., 32(6), 1600-1616.
DOI
|
61 |
Mazzolani, F.M. (2000), Moment Resistant Connections of Steel Frames in Seismic Areas: Design and Reliability, E&FN Spon Press, New York, NY, USA.
|
62 |
Miao, J.K. and Chen, Z.H. (2011), "Seismic behavior of concrete-filled square steel tubular column-to-beam connections with through diaphragm", Adv. Struct. Eng., 94-96, 1344-1351.
|
63 |
Miura, K. and Makino, Y. (2001), "Testing of beam-to-RHS column connections without weld access holes", Proceedings of the 11th International Offshore and Polar Engineering Conference, Stavanger, Norway, June.
|
64 |
Nie, J.G., Qin, K. and Cai, C.S. (2008a), "Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams - experimental study", J. Constr. Steel Res., 64(10), 1178-1191.
DOI
|
65 |
Nishiyama, I., Fujimoto, T., Fukumoto, T. and Yoshioka, K. (2004), "Inelastic force-deformation response of joint shear panels in beam-column moment connections to concrete-filled tubes", J. Struct. Eng., 130(2), 244-252.
DOI
|
66 |
Nie, J.G., Qin, K. and Cai, C.S. (2008b), "Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams - finite element analysis", J. Constr. Steel Res., 64(6), 680-688.
DOI
|
67 |
Nie, J.G., Qin, K. and Cai, C.S. (2009), "Seismic behavior of composite connections - flexural capacity analysis", J. Constr. Steel Res., 65(5), 1112-1120.
DOI
|
68 |
Nishiyama, I., Morino, S., Sakino, K., Nakahara, H., Fujimoto, T., Mukai, A., Inai, E., Makoto, K., Tokinoya, H., Fukumoto, T., Mori, K., Yoshioka, K., Mori, O., Yonezawa, K., Uchikoshi, M. and Hayashi, Y. (2002), "Summary of research on concrete-filled structural steel tube column system carried out under the US-Japan cooperative research program on composite and hybrid structures", BRI research paper no.147, Building Research Institute, Japan.
|
69 |
Packer, J.A., Wardenier, J., Zhao, X.L., van der Vegte, G.J. and Kurobane, Y. (2009), CIDECT Design Guide No. 3: Design Guide for Rectangular Hollow Section (RHS) Joints under Predominantly Static Loading, (2nd edition), Bouwen met Staal, Switzerland.
|
70 |
Park, S.H., Choi, S.M., Kim, Y.S., Park, Y.W. and Kim, J.H. (2010), "Hysteresis behavior of concrete filled square steel tube column-to-beam partially restrained composite connections", J. Constr. Steel Res., 66(7), 943-953.
DOI
|
71 |
Prabhavathy, R.A. and Knight, G.M.S. (2006), "Behaviour of cold-formed steel concrete infilled RHS connections and frames", Steel Compos. Struct., Int. J., 6(1), 71-85.
DOI
|