[1] Karami, R.E. (1992), "Study of rigidity of khorjini connections", Master of Science Thesis, Department of Civil Engineering, Sharif University of Technology.
[2] Mazroi, A. (1996), "Experimental comparison between Khorjini connections and conventional rigid connections”, Second Workshop of Khorjini Connections, Building and Housing Research Center, Tehran, Iran.
[3] Asgari, S.A. (1999), "Experimental study of khorjini connections", Master of Science Thesis, Department of Civil and Environmental Engineering, Amirkabir University of Technology.
[4] Sadeghian, P.E. (1999), "Analytical study of khorjini connections", Master of Science Thesis, Department of Civil Engineering, Sharif University of Technology.
[5] Dehghani, M. (2001), "Analytical and experimental studies of khorjini beam-to-column connections and a new detail of rigid connection", Master of Science Thesis, School of Civil Engineering, University of Tehran.
[6] Moghadam, H. (2002), "Earthquake engineering: Fundamentals and applications", Farhang Publishing, Tehran, pp.547–582.
[7] Amiri, H., Aghakouchak, A.A., and Shakib, H. (2004), "Performance assessment of steel braced frames with saddle connections using capacity spectrum method", Master of Science Thesis, Department of Civil Engineering, Tarbiat Modares University, Tehran.
[8] Hosseini Hashemi, B., and Hassanzadeh, M. (2008), "Study of a semi-rigid steel braced building damaged in the bam earthquake", Journal of Constructional Steel Research, 64, pp.704–721.
[9] Mazrouei, A., Mirghaderi, M., and Dehghani, H. (2000), "Experimental and theoretical study of khorjini connection and presentation of a new rigid connection", Master of Science Thesis, University of Tehran, Iran.
[10] Shakib, H., Dardaei Joghan, S., Pirizadeh, M., and Moghaddasi Musavi, A. (2011), "Seismic rehabilitation of semi-rigid steel framed buildings: A case study", Journal of Constructional Steel Research, 67, pp.1042–1049.
[11] Kiani, A., Mansouri, B., and Moghadam, A.S. (2016), "Fragility curves for typical steel frames with semi-rigid saddle connections", Journal of Constructional Steel Research, 118, pp.231–242.
[12] Ganji Morad, S., Oghabi, M., and Tahamouli Roudsari, M. (2023), "Experimental investigation of rigid khorjini connections using reduced beam sections with diagonal and horizontal-vertical stiffeners", Structures, 57, pp.105101.
[13] Mirghaderi, S.R., and Dehghani Renani, M. (2008), "The rigid seismic connection of continuous beams to columns", Journal of Constructional Steel Research, 64(12), pp.1516–1529.
[14] Soleimani, E., and Behnamfar, F., (2017), "New moment-rotation equation for welded steel beam-to-column connections", International Journal of Steel Structures, 17, pp.389–411.
[15] Moghaddam, H., and Sadrara, A. (2022), "Experimental and numerical evaluation of the mechanical characteristics of semi-rigid saddle connection", Structural Design of Tall and Special Buildings, 31, e1923.
[16] Moghaddam, H., and Sadrara, A. (2021), "Improving the mechanical characteristics of semi-rigid saddle connections", Journal of Constructional Steel Research, 186, pp.106917.
[17] Mostafaei, H., and Mazroi, A. (2004), "Experimental study and post-earthquake damage inspection of scissors-type (khorjini) connections for steel-frame buildings", Proceedings of the 13th World Conference on Earthquake Engineering.
[18] Amiri, H.H., and Aghakouchak, A.A. (2011), "Experimental study of cyclic behavior of conventional saddle-like connections and their acceptance criteria", Structural Steel.
[19] Tehranizadeh, M. (2000), "Approximate parameter for semi-rigid khorjini connections in dynamic torsional response of steel structures", Engineering Structures, 22, pp.335–342.
[20] Kazem, H., Kazem, H., Ghahremannejad, M., Vosoughi, P., Hosseini, S.F., and Ghafory-Ashtiany, M. (2020), "Investigation of seismic rehabilitation of steel buildings with semi-rigid connections", Proceedings of the Institution of Civil Engineers–Buildings, 173, pp.99–108.
[21] Moussemi, M., Nezamolmolki, D., and Sani, A.A. (2016), "Free vibration analysis of a steel T-shape frame including semi-rigid khorjini connection with continuous beam", International Journal of Steel Structures, 16, pp.657–669.
[22] سازمان مدیریت و برنامهریزی کشور، (1385)، "ضوابط طراحی ساختمانهای با اتصال خورجینی"، نشریه شماره 324، سازمان مدیریت و برنامهریزی کشور.
[23] Zayeri Baghlani Nejad, A., and Mahmoudi, M. (2021), "An investigation on the capability of proper orthogonal modes in determining the natural frequencies and damping ratios of linear structural systems", Engineering Structures, 243, pp.112691.
