Aminuddin, K. M., Saggaff, A., Tahir, M. M., Ngian, S. P., Sulaiman, A., Firdaus, M., & Salih, M. N. (2020). Behaviour of rectangular gusset plate with angle cleat connections for cold-formed steel section. IOP Conference Series: Materials Science and Engineering, 849(1), 012068. https://doi.org/10.1088/1757-899X/849/1/012068
Dar, M. A., Subramanian, N., Baniya, M. G., Anbarasu, M., Carvalho, H., & Dar, A. R. (2021). Development of an efficient steel truss system using CFS sections: a comparative study with a hot-rolled steel truss. International Journal of Structural Integrity, 12(6), 894‒903. https://doi.org/10.1108/IJSI-06-2020-0060
Dubina, D., Ungureanu, V., & Landolfo, R. (2012). Design of cold-formed steel structures: Eurocode 3: design of steel structures. Part 1‒3: design of cold-formed steel structures. Wiley Online Library. https://doi.org/10.1002/9783433602256
El-Hadary, M. R., El-Aghoury, I. M., & Ibrahim, S. A-B. (2022). Behavior of different bolted connection configurations in frames composed of cold-formed sections. Ain Shams Engineering Journal, 13(1), 101500. https://doi.org/10.1016/j.asej.2021.05.014
European Committee for Standardization [CEN]. (2005). Eurocode 3: Design of steel structures. Part 1‒1: General rules and rules for buildings (EN 1993-1-1).
European Committee for Standardization [CEN]. (2006). Eurocode 3: Design of steel structures. Part 1‒3: General rules – Supplementary rules for cold-formed members and sheeting (EN1993-1-3).
Firdaus, M., Saggaff, A., Tahir, M. M., Aghlara, R., Sulaiman, A., Aminuddin, K., Ngian, S. P., Salih, M. N. A. (2020a). Influence of seat angles on the behaviour of cold-formed steel concrete composite joints. Journal of Constructional Steel Research, 173, 106246. https://doi.org/10.1016/j.jcsr.2020.106246
Firdaus, M., Saggaff, A., Tahir, M. M., & Poi, S. (2020b). Experimental study of combined gusset plate with flange web cleat connection in sustainable, isolated and sub-assemblage of cold-formed steel. Journal of Green Engineering, 10, 13132‒13149.
Fitrah, R. A., & Nofriyandi, R. (2020). The performance between two long-span roof trusses of cold formed steel with back to back channel section. IOP Conference Series: Materials Science and Engineering, 846(1), 012060. https://doi.org/10.1088/1757-899X/846/1/012060
Johnston, R. P., McGrath, T., Nanukuttan, S., Lim, J. B., Soutsos, M., Chiang, M. C., Masood, R., & Rahman, M. A. (2018). Sustainability of cold-formed steel portal frames in developing countries in the context of life cycle assessment and life cycle costs. Structures, 13, 79‒87. https://doi.org/10.1016/j.istruc.2017.11.003
Pouladi, P., Ronaldson, J., Clifton, G. C., Ingham, J. M., Wrzesien, A. M., & Lim, J. B. (2019). Finite-element assisted design of eaves joint of cold-formed steel portal frames having single channel-sections. Structures, 20, 452‒464. https://doi.org/10.1016/j.istruc.2019.05.009
Seok, S., Lee, J., Choi, C. S., & Hwang, S. H. (2022). A practical design of cold-formed steel bolted moment connection: numerical investigation with an improved bolt slip-bearing model. Journal of Building Engineering, 62, 105345. https://doi.org/10.1016/j.jobe.2022.105345
Song, L., Yan, W., Zhang, X., Yu, C., & Xie, Z. (2020). Feasibility research on the application of self-piercing riveted connection in cold-formed steel structures. Journal of Constructional Steel Research, 168, 105957. https://doi.org/10.1016/j.jcsr.2020.105957
Wang, F., Han, Y., & Yang, J. (2021). Nonlinear FE analysis on stiffness and resistance of bolted cold-formed steel built-up joints. Structures, 33, 2520‒2533. https://doi.org/10.1016/j.istruc.2021.04.098
Ye, J., Mojtabaei, S. M., & Hajirasouliha, I. (2019). Seismic performance of cold-formed steel bolted moment connections with bolting friction-slip mechanism. Journal of Constructional Steel Research, 156, 122‒136. https://doi.org/10.1016/j.jcsr.2019.01.013