과제정보
연구 과제 주관 기관 : Chinese Scholarship Council
참고문헌
- AISI S100-2012 (2012), North American Specification for the Design of Cold-Formed Steel Structural Members, American Iron and Steel Institute, Washington D.C., USA.
- AISI S110-07 (2007), Standard for Seismic Design of Cold-Formed Steel Structural Systems—Special Bolted Moment Frames, American Iron and Steel Institute, Washington D.C., USA.
- AS/NZS 4600: 2005 (2005), Australian/New Zealand Standard: Cold-Formed Steel Structures, Jointly published by Standards Australia, Sydney, Australia; Australia and Standards New Zealand, Wellington, New Zealand.
- Bajoria, K.M. and Talikoti, R.S. (2006), "Determination of flexibility of beam to column connectors used in thin walled cold formed steel pallet racking systems", Thin-Wall. Struct., 44(3), 372-380. https://doi.org/10.1016/j.tws.2006.01.007
- Bambach, M.R. and Rasmussen, K.J.R. (2007), "Behavior of self-drilling screws in light-gauge steel construction", J. Struct. Eng., 133(6), 895-898. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:6(895)
- Bernuzzi, C. and Castiglioni, C.A. (2001), "Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks", Thin-Wall. Struct., 39(10), 841-859. https://doi.org/10.1016/S0263-8231(01)00034-9
- Bjork, T., Marquis, G., Pellikka, V. and Ilvonen, R. (2006), "An experimental and numerical study of the fracture strength of welded structural hollow section X-joints", J. ASTM Int., 3(6), 1-14.
- Bjork, T., Heinila, S. and Marquis, G. (2008), "Assessment of subzero fracture of welded tubular K-joint", J. Struct. Eng., 134(2), 181-188. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:2(181)
- Branston, A.E., Chen, C.Y., Boudreault, F.A. and Rogers, C.A. (2006), "Testing of light-gauge steel-frame-wood structural panel shear walls", Can. J. Civil Eng., 33(5), 561-572. https://doi.org/10.1139/l06-014
- Bruhl, F., Kuhlmanna, U. and Jorissen, A. (2011), "Consideration of plasticity within the design of timber structures due to connection ductility", Eng. Struct., 33(11), 3007-3017. https://doi.org/10.1016/j.engstruct.2011.08.013
- BS EN 1993-1-3: 2006 (2006), Eurocode 3: Design of Steel Structures-Part 1.8: General Rules-Supplementary Rules for Cold-Formed Members and Sheeting, British Standards Institution, London, UK.
- Chen, J. and Young, B. (2007), "Cold-formed steel lipped channel columns at elevated temperatures", Eng. Struct., 29(10), 2445-2456. https://doi.org/10.1016/j.engstruct.2006.12.004
- Chong, K.P. and Matlock, R.B. (1975), "Light-gage steel bolted connections without washers", J. Struct. Div., 101(ST7), 1381-1391.
- Chung, K.F. and Ho, H.C. (2005), "Analysis and design of lapped connections between cold-formed steel Z sections", Thin-Wall. Struct., 43(7), 1071-1090. https://doi.org/10.1016/j.tws.2004.11.005
- Chung, K.F. and Ip, K.H. (2000), "Finite element modeling of bolted connections between cold-formed steel strips and hot rolled steel plates under static shear loading", Eng. Struct., 22(10), 1271-1284. https://doi.org/10.1016/S0141-0296(99)00082-6
- Chung, K.F. and Ip, K.H. (2001), "Finite element investigation on the structural behaviour of cold-formed steel bolted connections", Eng. Struct., 23(9), 1115-1125. https://doi.org/10.1016/S0141-0296(01)00006-2
- Chung, K.F. and Lau, L. (1999), "Experimental investigation on bolted moment connection among cold formed steel members", Eng. Struct., 21(10), 898-911. https://doi.org/10.1016/S0141-0296(98)00043-1
- Chung, K.F. and Lawson, R.M. (2000), "Structural performance of shear resisting connections among cold-formed steel members using web cleats of cold-formed steel strips", Eng. Struct., 22(10), 1350-1366. https://doi.org/10.1016/S0141-0296(99)00083-8
- Chung, K.F. and Shi, Y.J. (1998), "Lateral torsional buckling of gusset plates in bolted moment connections among cold-formed steel members", J. Constr. Steel Res., 46(1-3), 196-197. https://doi.org/10.1016/S0143-974X(98)80018-7
- Chung, K.F., Yu, W.K. and Wang, A.J. (2005), "Structural performance of cold-formed steel column bases with bolted moment connections", Steel Compos. Struct., Int. J., 5(4), 289-304. https://doi.org/10.12989/scs.2005.5.4.289
- Dawe, J.L. and Wood, J.V. (2006), "Small-scale test behavior of cold-formed steel roof trusses", J.Struct. Eng., 132(4), 608-615. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:4(608)
- Della Corte, G., Fiorino, I. and Landolfo, R. (2006), "Seismic behaviour of sheathed cold-formed structures: physical tests", J. Struct. Eng., 132(4), 570-581. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:4(570)
- Dhalla, A.K., Errera, S.J. and Winter, G. (1971), "Connection in thin low-ductility steels", J. Struct. Div., 97(10), 2549-2566.
- Drysdale, T.G. and Breton, N. (1991), Strength and Stiffness Characteristics of Steel Stud Backup Walls Designed to Support Brick Veneer, Part 1 of the Mcmaster University Laboratory Test Program on Brick Veneer/Steel Stud Wall Systems; Mcmaster University, ON, Canada.
- Dubina, D. and Ungureanu, V. (2010), "Behaviour of multi-span cold-formed Z-purlins with bolted lapped connections", Thin-Wall. Struct., 48(10-11), 866-871. https://doi.org/10.1016/j.tws.2010.04.003
- Dubina, D. and Zaharia, R. (1997), "Cold-formed steel trusses with semi-rigid joints", Thin-Wall. Struct., 29(1-4), 273-287. https://doi.org/10.1016/S0263-8231(97)00028-1
- Dundu, M. and Kemp, A.R. (2006a), "Plastic and lateral-torsional buckling behavior of single cold-formed channels connected back-to-back", J. Struct. Eng., 132(8), 1223-1233. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1223)
- Dundu, M. and Kemp, A.R. (2006b), "Strength requirements of single cold-formed channels connected back-to-back", J. Constr. Steel Res., 62(3), 250-261. https://doi.org/10.1016/j.jcsr.2005.07.006
- Fan, L.X., Rondal, J. and Cescotto, S. (1997a), "Numerical simulation of lap screw connections", Thin Wall Struct., 29(1-4), 235-241. https://doi.org/10.1016/S0263-8231(97)00025-6
- Fan, L.X., Rondal, J. and Cescotto, S. (1997b), "Finite element modeling of single lap screw connections in steel sheeting under static shear", Thin-Wall. Struct., 27(2), 165-185. https://doi.org/10.1016/S0263-8231(96)00037-7
- Feng, R. and Young, B. (2008), "Experimental investigation of cold-formed stainless steel tubular T-joints", Thin-Wall. Struct., 46(10), 1129-1142. https://doi.org/10.1016/j.tws.2008.01.008
- Fiorino, I., Della Corte, G. and Landolfo, R. (2007), "Experimental tests on typical screw connections for cold-formed steel housing", Eng. Struct., 29(8), 1761-1773. https://doi.org/10.1016/j.engstruct.2006.09.006
- Fox, S.R. and Schuster, R.M. (2000), "Lateral strength of wind load bearing wall stud-to-track connection", Proceedings of the 15th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- Fragiacomo, M., Dujic, B. and Sustersic, I. (2011), "Elastic and ductile design of multi-storey crosslam massive wooden buildings under seismic actions", Eng. Struct., 33(11), 3043-3053. https://doi.org/10.1016/j.engstruct.2011.05.020
- Fulop, L.A. and Dubina, D. (2004), "Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading. Part I: Experimental research", Thin-Wall. Struct., 42(2), 321-338. https://doi.org/10.1016/S0263-8231(03)00063-6
- Fulop, L.A. and Dubina, D. (2006), "Design criteria for seam and sheeting-to-framing connections of cold-formed steel shear panels", J. Struct. Eng., 132(4), 582-590. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:4(582)
- Gad, E.F. (1997), "Performance of brick-veneer steel-framed domestic structures under earthquake loading", Ph.D. Dissertation, University of Melbourne, Victoria, Australia.
- Ghosn, A. (2002), "Deflection of nested cold-formed steel Z-section beams", J. Struct. Eng., 128(11), 1423-1428. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:11(1423)
- Ghosn, A. and Sinno, R. (1995), "Governing stresses in Z-purlin lap joints", J. Struct. Eng., 121(12), 1735-1741. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:12(1735)
- Gilbert, B.P. and Rasmussen, K.J.R. (2010), "Bolted moment connections in drive-in and drive-through steel storage racks", J. Constr. Steel Res., 66(6), 755-766. https://doi.org/10.1016/j.jcsr.2010.01.013
- Gilchrist, R.T. and Chong, K.P. (1979), "Thin light-gage bolted connection without washers", J. Struct. Div., 105(ST1), 175-183.
- Gutierrez, R., Loureiro, A., Lopez, M. and Moreno, A. (2011), "Analysis of cold-formed purlins with slotted sleeve connections", Thin-Wall. Struct., 49(7): 833-841. https://doi.org/10.1016/j.tws.2011.02.008
- Hancock, G.J. (1997), "Light gauge construction", Progr. Struct. Eng. Mater., 1(1), 25-30. https://doi.org/10.1002/pse.2260010107
- Ho, H.C. and Chung, K.F. (2004), "Experimental investigation into the structural behaviour of lapped connections between cold-formed steel Z sections", Thin-Wall. Struct., 42(7), 1013-1033. https://doi.org/10.1016/j.tws.2004.03.022
- Ho, H.C. and Chung, K.F. (2006a), "Analytical prediction on deformation characteristics of lapped connections between cold-formed steel Z sections", Thin-Wall. Struct., 44(1), 115-130. https://doi.org/10.1016/j.tws.2005.08.009
- Ho, H.C. and Chung, K.F. (2006b), "Structural behavior of lapped cold-formed steel Z sections with generic bolted configurations", Thin-Wall. Struct., 44(4), 466-480. https://doi.org/10.1016/j.tws.2006.03.012
- Jorissen, A. and Fragiacomo, M. (2011), "General notes on ductility in timber structures", Eng. Struct., 33(11), 2987-2997. https://doi.org/10.1016/j.engstruct.2011.07.024
- Kim, T.S. and Han, B.S. (2007), "Numerical simulation and effect of curling on bolted connections in cold-formed stainless steel", ISIJ Int., 47(6), 920-929. https://doi.org/10.2355/isijinternational.47.920
- Kim, T.S., Kuwamura, H. and Cho, T. (2008a), "Prediction of ultimate behaviors in cold-formed steel bolted connection by the introduction of initial geometric imperfection in FE modeling", ISIJ Int., 48(5), 671-680. https://doi.org/10.2355/isijinternational.48.671
- Kim, T.S., Kuwamura, H. and Cho, T.J. (2008b), "A parametric study on ultimate strength of single shear bolted connections with curling", Thin-Wall. Struct., 46(1), 38-53. https://doi.org/10.1016/j.tws.2007.08.009
- Kim, T., Jeong, H. and Cho, T. (2011), "The finite element analysis of the ultimate behavior of thin-walled carbon steel bolted connections", J. Constr. Steel Res., 67(7), 1086-1095. https://doi.org/10.1016/j.jcsr.2011.01.004
- Kirk, P. (1986), "Design of a cold formed section portal frame building system", Proceedings of the 8th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, November.
- Kwon, Y.B., Chung, H.S. and Kim, G.D. (2006), "Experiments of cold-formed steel connections and portal frames", J. Struct. Eng., 132(4), 600-607. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:4(600)
- LaBoube, R.A. and Yu, W.W. (1996), "Additional design considerations for bolted connections", Proceedings of the 13th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- LaBoube, R.A. and Sokol, M.A. (2002), "Behavior of screw connections in residential construction", J. Struct. Eng., 128(1), 115-118. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(115)
- Landolfo, R., Mammana, O., Portioli, F., Di Lorenzo, G. and Guerrieri, M.R. (2007), "Experimental investigation on laser welded connections for built-up cold-formed steel beams", J. Constr. Steel Res., 65(1), 196-208. https://doi.org/10.1016/j.jcsr.2008.03.015
- Lennon, R., Pedreschi, R. and Sinha, B.P. (1999), "Comparative study of some mechanical connections in cold formed steel", Constr. Build. Mater., 13(3), 109-116. https://doi.org/10.1016/S0950-0618(99)00018-5
- Lewis, G.M. (1991), "Stability of rack structures", Thin-Wall. Struct., 12(2), 163-174. https://doi.org/10.1016/0263-8231(91)90062-N
- Lewis, A.V. (2008), "Strength of cold-formed steel jamb stud-to-track connections", Master Thesis, University of Waterloo, ON, Canada.
- Lim, J.B.P. and Nethercot, D.A. (2002), "F.E.-assisted design of the eaves bracket of a cold-formed steel portal frame", Steel Compos. Struct., Int. J., 2(6), 411-428. https://doi.org/10.12989/scs.2002.2.6.411
- Lim, J.B.P. and Nethercot, D.A. (2003a), "Ultimate strength of bolted moment-connections between cold-formed steel members", Thin-Wall. Struct., 41(11), 1019-1039. https://doi.org/10.1016/S0263-8231(03)00045-4
- Lim, J.B.P. and Nethercot, D.A. (2003b), "Serviceability design of a cold-formed steel portal frame having semi-rigid joints", Steel Compos. Struct., Int. J., 3(6), 451-474. https://doi.org/10.12989/scs.2003.3.6.451
- Lim, J.B.P. and Nethercot, D.A. (2004a), "Stiffness prediction for bolted moment-connections between cold-formed steel members", J. Constr. Steel Res., 60(1), 85-107. https://doi.org/10.1016/S0143-974X(03)00105-6
- Lim, J.B.P. and Nethercot, D.A. (2004b), "Finite element idealization of a cold-formed steel portal frame", J. Struct. Eng., 130(1), 78-94. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:1(78)
- Lim, J.B.P. and Young, B. (2007), "Effects of elevated temperatures on bolted moment-connections between cold-formed steel members", Eng. Struct., 29(10), 2419-2427. https://doi.org/10.1016/j.engstruct.2006.11.027
- Lim, J.S., Kim, T.S. and Kim, S.H. (2013), "Ultimate strength of single shear bolted connections with cold-formed ferritic stainless steel", J. Zhejiang Univ.-Sc. A, 14(2), 120-136. https://doi.org/10.1631/jzus.A1100316
- Lu, W., Makelainen, P., Outinen, J. and Ma, Z. (2011), "Design of screwed steel sheeting connection at ambient and elevated temperatures", Thin-Wall. Struct., 49(12), 1526-1533. https://doi.org/10.1016/j.tws.2011.07.014
- Mahaarachchi, D. and Mahendran, M. (2009), "A strain criterion for pull-through failures in crest-fixed steel claddings", Eng. Struct., 31(2), 498-506. https://doi.org/10.1016/j.engstruct.2008.09.013
- Mahendran, M. and Mahaarachchi, D. (2002), "Cyclic pull-out strength of screwed connections in steel roof and wall cladding systems using thin steel battens", J. Struct. Eng., 128(6), 771-778. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:6(771)
- Maiola, C.H., Malite, M., Goncalves, R.M. and Neto, J.M. (2002), "Structural behaviour of bolted connections in cold-formed steel members, emphasizing the shear lag effect", Proceedings of the 13th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, USA, October.
- Makelainen, P. and Kesti, J. (1999), "Advanced method for lightweight steel joining", J. Constr. Steel Res., 49(2), 107-116. https://doi.org/10.1016/S0143-974X(98)00210-7
- Mashiri, F.R., Zhao, X.L. and Grundy, P. (2000), "Crack propagation analysis of welded thin-walled joints using boundary element method", Computat. Mech., 26(2), 157-165. https://doi.org/10.1007/s004660000163
- Mashiri, F.R., Zhao, X.L. and Grundy, P. (2002), "Fatigue tests and design of welded T connections in thin cold-formed square hollow sections under in-plane bending", J. Struct. Eng., 128(11), 1413-1422. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:11(1413)
- Mashiri, F.R. and Zhao, X.L. (2004), "Plastic mechanism analysis of welded thin-walled T-joints made up of circular braces and square chords under in-plane bending", Thin-Wall. Struct., 42(5), 759-783. https://doi.org/10.1016/j.tws.2003.12.010
- Miller, T. and Pekoz, T. (1994), "Behavior of gypsum-sheathed cold-formed steel wall studs", J. Struct. Eng., 120(5), 1644-1650. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:5(1644)
- Mills, J. (2000), "Knee joints in cold-formed channel portal frames", Proceedings of the 15th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- Mills, J. and LaBoube, R. (2004), "Self-drilling screw joints for cold-formed channel portal frames", J. Struct. Eng., 130(11), 1799-1806. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:11(1799)
- Moore, D.B. (1990), "Moment-rotation characteristics of purlin connections", Proceedings of the 10th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- Nithyadharan, M. and Kalyanaraman, V. (2011), "Experimental study of screw connections in CFS-calcium silicate board wall panels", Thin-Wall. Struct., 49(6), 724-731. https://doi.org/10.1016/j.tws.2011.01.004
- Pan, C.L. (2004), "Prediction of the strength of bolted cold-formed channel sections in tension", Thin-Wall. Struct., 42(8), 1177-1198. https://doi.org/10.1016/j.tws.2004.02.001
- Paula, V.F., Bezerra, L.M. and Matias, W.T. (2008), "Efficiency reduction due to shear lag on bolted cold-formed steel angles", J. Constr. Steel Res., 64(1), 571-583. https://doi.org/10.1016/j.jcsr.2007.10.008
- Pedreschi, R.F. and Sinha, B.P. (1996), "The potential of press-joining in cold-formed steel structures", Constr. Build. Mater., 10(4), 243-250. https://doi.org/10.1016/0950-0618(96)00006-2
- Pedreschi, R.F., Sinha, B.P. and Davies, R. (1997), "Advanced connection techniques for cold-formed steel structures", J. Struct. Eng., 123(2), 138-144. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:2(138)
- Pekoz, T. (1990), "Design of cold-formed steel screw connections", Proceedings of the 10th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- Prabha, P., Marimuthu, V., Saravanan, M. and Jayachandran, A.S. (2010), "Evaluation of connection flexibility in cold formed steel racks", J. Constr. Steel Res., 66(7), 863-872. https://doi.org/10.1016/j.jcsr.2010.01.019
- Prabha, P., Jayachandran, S.A., Saravanan, M. and Marimuthu, V. (2011), "Prediction of the tensile capacity of cold-formed angles experiencing shear lag", Thin-Wall. Struct., 49(1), 1348-1358. https://doi.org/10.1016/j.tws.2011.06.003
- 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. https://doi.org/10.1016/j.jcsr.2013.10.020
- 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. https://doi.org/10.1016/j.jcsr.2014.02.014
- 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. https://doi.org/10.1016/j.jcsr.2013.10.011
- 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
- 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.
- 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. https://doi.org/10.1007/s13296-014-1001-9
- Qin, Y., Chen, Z., Bai, J., Li, Z. and Yang, Y. (2016), "Test of extended thick-walled through-diaphragm connection to thick-walled CFT column", Steel Compos. Struct., Int. J., 20(1), 1-20. https://doi.org/10.12989/scs.2016.20.1.001
- Rogers, C.A. and Hancock, G.J. (1998), "Bolted connection tests of thin G550 and G300 sheet steels", J. Struct. Eng., 124(7), 798-808. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:7(798)
- Rogers, C.A. and Hancock, G.J. (1999a), "Bolted connection design for sheet steels less than 1.0 mm thick", J. Constr. Steel Res., 51(2), 123-146. https://doi.org/10.1016/S0143-974X(99)00018-8
- Rogers, C.A. and Hancock, G.J. (1999b), "Screwed connection tests of thin G550 and G300 sheet steels", J. Struct. Eng., 125(2), 128-136. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:2(128)
- Rogers, C.A. and Hancock, G.J. (2000), "Failure modes of bolted-sheet-steel connections loaded in shear", J. Struct. Eng., 126(3), 288-295. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:3(288)
- Sabbagh, A.B., Mirghaderi, R., Petkovski, M. and Pilakoutas, K. (2010), "An integrated thin-walled steel skeleton structure (two full scale tests)", J. Constr. Steel Res., 66(3), 470-479. https://doi.org/10.1016/j.jcsr.2009.10.007
- Sabbagh, A.B., Petkovski, M., Pilakoutas, K. and Mirghaderi, R. (2011), "Ductile moment-resisting frames using cold-formed steel sections: an analytical investigation", J. Constr. Steel Res., 67(4), 634-646. https://doi.org/10.1016/j.jcsr.2010.11.016
- Sabbagh, A.B., Petkovski, M., Pilakoutas, K. and Mirghaderi, R. (2012a), "Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings", Eng. Struct., 42, 371-386. https://doi.org/10.1016/j.engstruct.2012.04.025
- Sabbagh, A.B., Petkovski, M., Pilakoutas, K. and Mirghaderi, R. (2012b), "Development of coldformed steel elements for earthquake resistant moment frame buildings", Thin-Wall. Struct., 53, 99-108. https://doi.org/10.1016/j.tws.2012.01.004
- Sabbagh, A.B., Petkovski, M., Pilakoutas, K. and Mirghaderi, R. (2013), "Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip", J. Constr. Steel Res., 80, 100-108. https://doi.org/10.1016/j.jcsr.2012.09.010
- Salih, E.L., Gardner, L. and Nethercot, D.A. (2013), "Numerical study of stainless steel gusset plate connections", Eng. Struct., 49, 448-464. https://doi.org/10.1016/j.engstruct.2012.11.032
- Sato, A. and Uang, C.M. (2009), "Seismic design procedure development for cold-formed steel-special bolted moment frames", J. Constr. Steel Res., 65(4), 860-868. https://doi.org/10.1016/j.jcsr.2008.03.016
- Sato, A. and Uang, C.M. (2010), "Seismic performance factors for cold-formed steel special bolted moment frames", J. Struct. Eng., 136(8), 961-967. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000191
- Serrette, R. and Peyton, D. (2009), "Strength of screw connections in cold-formed steel connection", J. Struct. Eng., 135(8), 951-958. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:8(951)
- Serrette, R.L., Encalada, J., Juadines, M. and Nquyen, H. (1997), "Static racking behaviour of plywood, OSB, gypsum and fiberbond walls with metal framing", J. Struct. Eng., 123(8), 1079-1086. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:8(1079)
- Shen, J. and Astaneh-Asl, A. (1999), "Hysteretic behavior of bolted-angle connections", J. Constr. Steel Res., 51(3), 201-218. https://doi.org/10.1016/S0143-974X(99)00030-9
- Swanson, J.A. and Leon, R.T. (2000), "Bolted steel connections: tests on T-stub components", J. Struct. Eng., 126(1), 50-56. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:1(50)
- Teh, L.H. and Hancock, G.J. (2005), "Strength of welded connections in G450 sheet steel", J. Struct. Eng., 131(10), 1561-1569. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:10(1561)
- Teh, L.H. and Rasmussen, K.J.R. (2007), "Strength of arc-welded T-joints between equal width cold-formed RHS", J. Constr. Steel Res., 63(4), 571-579. https://doi.org/10.1016/j.jcsr.2006.06.021
- Teh, L.H. and Gilbert, B.P. (2012), "Net section tension capacity of bolted connections in cold-redued steel sheets", J. Struct. Eng., 138(3), 337-344. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000477
- Teh, L.H. and Gilbert, B.P. (2013a), "Net section tension capacity of cold-reduced sheet steel channel braces bolted at the web", J. Struct. Eng., 139(5), 740-747. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000650
- Teh, L.H. and Gilbert, B.P. (2013b), "Net section tension capacity of cold-reduced sheet steel angle braces bolted at one leg", J. Struct. Eng., 139(3), 328-337. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000675
- Teh, L.H. and Yazici, V. (2013), "Shear lag and eccentricity effects of bolted connections in cold-formed steel sections", Eng. Struct., 52, 536-544. https://doi.org/10.1016/j.engstruct.2013.03.024
- Toma, A., Sedlacek, G. and Weynand, K. (1993), "Connections in cold-formed steel", Thin-Wall. Struct., 16(1-4), 219-237. https://doi.org/10.1016/0263-8231(93)90046-D
- Uang, C.M., Sato, A., Hong, J.K. and Wood, K. (2010), "Cyclic testing and modeling of cold-formed steel special bolted moment frame connections", J. Struct. Eng., 136(8), 953-960. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000190
- Valencia-Clement, G.F. (2009), "Qualification of beam to column connections of cold formed steel shapes", Proccedings of the 6th International Conference on Behaviour of Steel Structures in Seismic Areas, Philadelphia, PA, USA, August.
- Wallace, J.A. and Schuster, R.M. (2002), "Testing of bolted cold-formed steel connections in bearing (with and without washers)", Proceedings of the 16th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, USA, October.
- Wallace, J.A., LaBoube, R. and Schuster, R.M. (2001a), "Calibrations of bolted cold-formed steel connections in bearing (with and without washers)", AISI Report RP01-5, Washington D.C., USA.
- Wallace, J.A., Schuster, R.M. and LaBoube, R. (2001b), "Testing of bolted cold-formed steel connections in bearing (with and without washers)", AISI Report RP01-4, Washington DC, USA.
- Wilkinson, T. and Hancock, G.J. (2000), "Tests to examine plastic behavior of knee joints in cold-formed RHS", J. Struct. Eng., 126(3), 297-305. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:3(297)
- Winter, G. (1956a), "Tests on bolted connections in light gage steel", J. Struct. Div., 82(ST2), 513-528.
- Winter, G. (1956b), Light gage steel connections with high-strength, high-torqued bolts, International Association for Bridge and Structural Engineering, USA.
- Wong, M.F. and Chung, K.F. (2002), "Structural behavior of bolted moment connections in cold-formed steel beam-column sub-frames", J. Constr. Steel Res., 58(2), 253-274. https://doi.org/10.1016/S0143-974X(01)00044-X
- Yan, S. and Young, B. (2012), "Screwed connections of thin sheet steels at elevated temperatures - Part I: Steady state tests", Eng. Struct., 35, 234-243. https://doi.org/10.1016/j.engstruct.2011.10.030
- Yang, J. and Liu, Q. (2012), "Sleeve connections of cold-formed steel sigma purlins", Eng. Struct., 43, 245-258. https://doi.org/10.1016/j.engstruct.2012.05.021
- Yu, W.W. (1982), "AISI design criteria for bolted connections", Proceedings of the 6th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, November.
- Yu, W.W. (2000), Cold-Formed Steel Design, (3rd edition), John Wiley and Sons, Inc., New York, NY, USA.
- Yu, C. (2010), "Shear resistance of cold-formed steel framed shear walls with 0.686 mm, 0.762 mm, and 0.838 mm steel sheet sheathing", Eng. Struct., 32(6), 1522-1529. https://doi.org/10.1016/j.engstruct.2010.01.029
- Yu, C. and Panyanouvong, M.X. (2013), "Bearing strength of cold-formed steel bolted connections with a gap", Thin-Wall. Struct., 67, 110-115. https://doi.org/10.1016/j.tws.2013.01.015
- Yu, C. and Xu, K. (2013), "Shear strength of a cold-formed steel sheet in bolted connections using oversized holes", J. Struct. Eng., 139(5), 860-864. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000561
- Yu, W.K., Chung, K.F. and Wong, M.F. (2005), "Analysis of bolted moment connections in cold-formed steel beam-column sub-frames", J. Constr. Steel Res., 61(9), 1332-1352. https://doi.org/10.1016/j.jcsr.2005.03.001
- Yu, C., Xu, K. and Sheerah, I. (2011), "Bearing strength of cold-formed steel bolted connections using oversized holes without washers", J. Struct. Eng., 137(1), 156-159. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000270
- Zadanfarrokh, F. and Bryan, E.R. (1992), "Testing and design of bolted connections in cold formed steel sections", Proceedings of the 11th International Specialty Conference on Cold-Formed Steel Structures, St. Louis, MO, USA, October.
- Zhang, L. and Tong, G. (2008), "Moment resistance and flexural rigidity of lapped connections in multi-span cold-formed Z purlin systems", Thin-Wall. Struct., 46(5), 551-560. https://doi.org/10.1016/j.tws.2007.10.010
- Zhao, X.L. (2000), "Deformation limit and ultimate strength of welded T-joints in cold-formed RHS sections", J. Constr. Steel Res., 53(2), 149-165. https://doi.org/10.1016/S0143-974X(99)00063-2
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