1. ANSYS. (2016). Swanson analysis systems. User’s manual, version 17 and theory reference.
2. ArcelorMittal (2016). ArcerlorMittal Europe. Long Products. “Sections and Merchant Bars”. Version: 2016-3.
http://sections.arcelormittal.com/fileadmin/redaction/4-Library/1-Sales_programme_Brochures/Sales_programme/Sections_MB-ArcelorMittal_FR_EN_DE-V2016-3.pdf
. Accessed 11 May 2017.
3. Augusto, H., Castro, J. M., Rebelo, C., & da Silva, L. S. (2014). A contribution to the extension of the component method to beam-to-column connections subjected to cyclic loading. In Proceedings of EUROSTEEL 2014, Naples, Italy.
4. Augusto, H., da Silva, L. S., Rebelo, C., & Castro, J. M. (2016). Characterization of web panel components in double-extended bolted end-plate steel joints. Journal of Constructional Steel Research, 116, 271–293.
5. Bahaari, M. R., & Sherbourne, A. N. (2000). Behaviour of eight-bolt large capacity endplate connections. Computers Structures, 77, 315–325.