참고문헌
- ABAQUS (2014), ABAQUS Standard (Version 6.14.2), Simulia Inc., Johnston, RI, U.S.A.
- AISI (2007), North American specification for the design of cold formed steel structural members, Washington, DC, U.S.A.
- AISI (2016), North American specification for the design of cold formed steel structural members, Washington, DC, U.S.A.
- Anbarasu, M. (2019a), "Simulation of flexural behaviour and design of CFS closed built-up beams composed of two sigma sections for local buckling", Eng. Struct., 191, 549-562. https://doi.org/10.1016/j.engstruct.2019.04.093.
- Anbarasu, M., Kumar, S.B. and Sukumar, S. (2013), "Study on the effect of ties in the intermediate length cold formed steel (CFS) columns", Struct. Eng. Mech., 46(3), 323-335. https://doi.org/10.12989/sem.2013.46.3.323.
- Anbarasu, M. and Sukumar, S. (2014), "Influence of spacers on ultimate strength of intermediate length thin walled columns", Steel Compos. Struct., 16(4), 437-454. https://doi.org/10.12989/scs.2014.16.4.437.
- Anbarasu, M. and Venkatesan, M. (2019b), "Behaviour of CFS built-up I-section columns composed of four U-profiles", Adv. Struct. Eng., 22(3), 613-625. https://doi.org/10.1177/1369433218795568.
- Anbarasu, M. and Dar, M. (2020), "Improved design procedure for battened cold-formed steel built-up columns composed of lipped angles", J. Construct. Steel Res., 164, 105781. https://doi.org/10.1016/j.jcsr.2019.105781.
- AS1170.1-2002, Standards Association of Australia, Sydney, Australia.
- ASCE (2006), Minimum design loads for buildings and other structures, ASCE/SEI7-05. American Society of Civil Engineers Standard; 2006., China, October.
- Australian Standard, SAA Loading Code, Part1: Dead and Live Loads and Load Combinations.
- Bandula Heva, Y. and Mahendran, M. (2012), "Flexural-torsional buckling tests of CFS compression members at elevated temperatures", Steel Compos. Struct., 14(3), 205-227. https://doi.org/10.12989/scs.2013.14.3.205.
- Biggs, K.A., Ramseyer, C., Ree, S. and Kang, T.H.K. (2015), "Experimental testing of cold-formed built-up members in pure compression", Steel Compos. Struct., 18(6), 1331-1351. https://doi.org/10.12989/scs.2015.18.6.1331.
- Dabaon, M., Ellobody, E. and Ramzy, K. (2015), "Experimental investigation of built-up CFS section battened columns", Thin-Walled Structures, 92, 137-145. https://doi.org/10.1016/j.tws.2015.03.001.
- Dar, M., Subramanian, N., Dar, A. and Raju, J. (2015a), "Experimental investigations on the structural behaviour of a distressed bridge", Struct. Eng. Mech., 56(4), 695-705. https://doi.org/10.12989/sem.2015.56.4.695.
- Dar, M., Yusuf, M., Dar, A. and Raju, J. (2015b), "Experimental study on innovative sections for cold formed steel beams", Steel Compos. Struct., 19(6), 1599-1610. https://doi.org/10.12989/scs.2015.19.6.1599.
- Dar, M. A., Subramanian N., Dar A. R., Anbarasu M., Lim J.B.P., (2018a), "Structural Performance of Cold-formed Steel Composite Beams", Steel Compos. Struct., 27(5), 545-554. https://doi.org/10.12989/SCS.2018.27.5.545
- Dar, M.A., Sahoo, D.R., Pulikkal, S. and Jain, A.K. (2018b), "Behaviour of laced built-up CFS columns: Experimental investigation and numerical validation", Thin Wall. Struct., 132, 398-409. https://doi.org/10.1016/j.tws.2018.09.012.
- Dar, M., Subramanian, N., Rather, A.I., Dar, A., Lim JBP, Anbarasu M. and Roy, K. (2019a), "Effect of angle stiffeners on the flexural strength and stiffness of cold-formed steel beams", Steel Compos. Struct., 33(2), 225-243. https://doi.org/10.12989/scs.2019.33.2.225
- Dar, M.A., Subramanian N., Dar A.R., Majid M., Haseeb M., Tahoor M., (2019b) "Structural efficiency of various strengthening schemes for cold-formed steel beams: Effect of global imperfections", Steel Compos. Struct., 30(4), 393-403. https://doi.org/10.12989/SCS.2019.30.4.393
- Devi, S.V. and Singh, K.D. (2020), "Finite element study of lean duplex stainless steel semi-elliptical hollow section members with circular perforation subjected to torsion", Thin Wall. Struct., 146 https://doi.org/10.1016/j.tws.2019.106464.
- El Aghoury, M., Salem, A., Hanna, M. and Amoush, E. (2013), "Ultimate capacity of battened columns composed of four equal slender angles", Thin Wall. Struct., 63, 175-185.https://doi.org/10.1016/j.tws.2012.07.019.
- El Aghoury, M., Salem, A., Hanna, M. and Amoush, E. (2015), "Strength of cold formed battened columns subjected to eccentric axial compressive force", J. Construct. Steel Res., 113, 58-70. https://doi.org/10.1016/j.jcsr.2015.04.008.
- Eurocode 3 (2005), Design of steel structures-Part1-1: General rules and rules for building, BS EN 1993-1-1, London.
- Eurocode 3 (2006), Design of steel structures-Part 1-3: General rules supplementary rules for cold-formed members and sheeting, BS EN 1993-1-3, Brussels.
- Eurocode 3 (2006), Design of steels tructures-Part1-5: Plated structural elements, BS EN 1993-1-5, London.
- Ghannam, M. (2017), "Axial load capacity of CFS built-up stub columns", J. Steel Struct., 17(4), 1273-1283. https://doi.org/10.1007/s13296-017-1202-0.
- Gunalan, S. and Mahendran, M. (2013), "Improved design rules for fixed ended CFS columns subject to flexural-torsional buckling", Thin Wall. Struct., 73, 1-17. https://doi.org/10.1016/j.tws.2013.06.013.
- Kherbouche, S. and Megnounif, A. (2019), "Numerical study and design of thin walled cold formed steel built-up open and closed section columns", Eng. Struct., 179, 670-682. https://doi.org/10.1016/j.engstruct.2018.10.069.
- Kripka, M. and Chamberlain Pravia, Z.M. (2013), "CFS channel columns optimization with simulated annealing method", Struct. Eng. Mech., 48(3), 383-394. https://doi.org/10.12989/sem.2013.48.3.383.
- Lu, Y., Li, W., Zhou, T. and Wu, H. (2017), "Novel local buckling formulae for cold-formed C-section columns considering end condition effect", Thin Wall. Struct., 116, 265-276. https://doi.org/10.1016/j.tws.2017.02.034.
- Maia, W., Vieira Jr, L., Schafer, B. and Malite, M. (2016), "Experimental and numerical investigation of CFS double angle members under compression", J. Construct. Steel Res., 121, 398-412. https://doi.org/10.1016/j.jcsr.2016.03.003.
- Megnounif, A., Djafour, M., Belarbi, A. and Kerdal, D. (2008), "Strength buckling predictions of CFS built-up columns", Struct. Eng. Mech., 28(4), 443-460. https://doi.org/10.12989/sem.2008.28.4.443.
- Muftah, F., Sani, M., Hisyam, M.S., Muda, M.F. and Mohammad, S. (2014), "Assessment of Connection Arrangement of Built-up CFS Section under Axial Compression", Adv. Mater. Res., https://doi.org/10.1002/cepa.224.
- Muthuraj, H., Sekar, S., Mahendran, M. and Deepak, O. (2017), "Post buckling mechanics and strength of CFS columns exhibiting Local-Distortional interaction mode failure", Struct. Eng. Mech., 64(5), 621-640. https://doi.org/10.12989/sem.2017.64.5.621.
- Roy, K., Ting, T.C.H., Lau, H.H. and Lim, J.B. (2018), "Nonlinear behavior of axially loaded back-to-back built-up CFS un-lipped channel sections", Steel Compos. Struct., 28(2), 233-250. https://doi.org/10.12989/scs.2018.28.2.233.
- Sahoo, D.R. and Rai, D.C. (2007), "Built-up battened columns under lateral cyclic loading", Thin-Walled Struct., 45(5), 552-562. https://doi.org/10.1016/j.tws.2007.02.016.
- Saleh, A., Zahrai, S.M. and Mirghaderi, S.R. (2016), "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams", Struct. Eng. Mech., 57(5), 785-808. https://doi.org/10.12989/sem.2016.57.5.785.
- Schafer, B.W., and Pecoz, T. (1998), "Computational modelling of cold-formed steel: characterizing geometric imperfections and residual stresses", J. Construct. Steel Res., 47(3), 193-210. https://doi.org/10.1016/S0143-974X(98)00007-8.
- Serror, M.H., Soliman, E.G. and Hassan, A.F. (2017), "Numerical study on the rotation capacity of CFRP strengthened cold formed steel beams", Steel Compos. Struct., 23(4), 385-397. https://doi.org/10.12989/scs.2017.23.4.385.
- Shi, G., Liu, Z., Ban, H., Zhang, Y., Shi, Y. and Wang, Y. (2012), "Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression", Steel Compos. Struct., 12(1), 31-51. https://doi.org/10.12989/scs.2011.12.1.031.
- Standards of Australia (2018), CFS Structures, AS/NZS 4600.
- ValsaIpe, T., SharadaBai, H., ManjulaVani, K. and Iqbal, M.M.Z. (2013), "Flexural behavior of CFS concrete composite beams", Steel Compos. Struct., 14(2), 105-120. https://doi.org/10.12989/scs.2013.14.2.105.
- Vijayanand, S. and Anbarasu, M. (2019), "Strength and behavior of cold-formed steel built-up battened columns: tests and numerical validation", J. Struct. Eng. (Madras), 46(2), 154-164.
- Whittle, J. and Ramseyer, C. (2009), "Buckling capacities of axially loaded, cold-formed, built-up C-channels", Thin Wall. Struct.,47(2), 190-201. https://doi.org/10.1016/j.tws.2008.05.014.
- Young, B. and Chen, J. (2008), "Design of CFS built-up closed sections with intermediate stiffeners", J. Struct. Eng., 134(5), 727-737. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(727).
- Zhang, J.H. and Young, B. (2015), "Numerical investigation and design of cold-formed steel built-up open section columns with longitudinal stiffeners", Thin Wall. Struct., 89, 178-191. https://doi.org/10.1016/j.tws.2014.12.011.
- Zhang, J.H. and Young, B. (2018), "Finite element analysis and design of CFS built-up closed section columns with web stiffeners", Thin-wall. Struct., 131, 223-237. https://doi.org/10.1016/j.tws.2018.06.008.
- Zhou, W. and Jiang, L. (2017), "Distortional buckling of cold-formed lipped channel columns subjected to axial compression", Steel Compos. Struct., 23(3), 331-338. https://doi.org/10.12989/scs.2017.23.3.331.
피인용 문헌
- Parametric study and Improved design guidelines of CFS battened built-up columns vol.40, pp.5, 2020, https://doi.org/10.12989/scs.2021.40.5.733
- Cold-formed steel battened built-up columns: Experimental behaviour and verification of different design rules developed vol.25, pp.2, 2022, https://doi.org/10.1177/13694332211048006