[1] Kheyroddin, A., “Investigating and studying the nonlinear behavior of reinforced reinforced concrete flexural frameworks using steel braces”, International Journal of Engineering, Iran University of Science & Technology, 2008, 19(2), 25-35.
[2] Goel, S. C., Lee, H. S., “Seismic Sterngthening of Structures By Ductil Steel Bracing System”, Proceeding of Fourth U.S. National Conference on Earthquake Engineering, Canada, 1992, 3.
[3] Nateghi, A., “Seismic Strengthening of Eight – Story R.C. Apartement Building Using Steel Brace”, Engineering Structures, 1995, 17(6), 455-461.
[4] Maheri, M. R., Sahebi, A., “Experimental Investigations of Steel Braced Reinforced Concrete Frames”, Proceeding of the Second International Conference on Seismology and Earthquake Engineering, Tehran Islamic Repoblic of IRAN, 1995, 1, 775- 784.
[5] Youssef, M. A., Ghaffarzadeh, H., Nehdi, M., “Seismic Performance of RC Frames with Concentric Internal Steel Bracing”, Engineering Structures, 2006, 29(7), 1561-1568.
[6] Haji Ghaffari, H., “Interaction of steel frames and braces in reinforced concrete structures to withstand lateral forces”, 5th Civil Engineering Conference of Sharif University of Technology, Tehran, 1997, 228238.
[7] Kheyroddin, A., Shamkhali Moghaddam, A.,“Investigation of eccentric bracing behavior in existing reinforced concrete frames”, Second International Conference on Tall Buildings, Iran University of Science and Technology, 2001, 143-152.
[8] Maheri, M. R., Hadijpour, A., “Experimental investigation and design of steel brace connection to RC frame”, Engineering structures, 2003, 25(13), 1707-1714.
[9] Massumi, A., Tasnimi, A. A., “strengthening of low ductile reinforced concrete frames using steel X-bracings with different details”, The 14th world conference on earthquake engineering, china, 2008, 12-17.
[10] Godinez-Dominguez, E. A., Tena-Colunga, A., Nonlinear behavior of code-designed reinforced concrete concentric braced frames under lateral loading, Engineering Structures, 2010, 32(4), 944-963.
[11] Malekpour, S., Ghaffarzadeh, H., Dashti, F., “Direct displacement-based design of steel-braced reinforced concrete frames”,The Structural Design of Tall and Special Buildings, 2013, 22(18), 1422-1438.
[12] Akbari, R., Maheri, M. R., “Analytical investigation of response modification (behaviour) factor, R, for reinforced concrete frames rehabilitated by steel chevron bracing”,Structure and Infrastructure Engineering, 2011, 9(6), 507-515.
[13] Maheri, M. R., Akbari, R., “Seismic behaviour factor, R, for steel X-braced and knee-braced RC buildings”, Engineering Structures, 2003, 25(12), 1505-1513.
[14] Massumi, A., Absalan, M., “Interaction between bracing system and moment resisting frame in braced RC frames”, Archives of Civil and Mechanical Engineering, 2013, 13(2), 260-268.
[15] Eskandari, R., Vafaei, D., Shahrabadi, H., “Seismic Performance of Reinforced Concrete Braced Frames under Far- and Near-Fault Earthquakes”, concrete research, 2016, 9(2), 79-95.
[16] Kheyroddin, A., Sepahrad, R., Kafi, M. A., “Investigation of laboratory behavior of reinforced concrete frames with cross-linked braces Steel”, 4th International Congress on Civil Engineering, Architecture and Urban Development, Shahid Beheshti University, Tehran, Iran, 2016, 1-14.
[17] Mazzoni, S., OpenSees Command Language Manual, College of Engineering, University of California, Berkeley, 2007.
[18] Mander, J., Priestley, M., Park, R., “Theoretical Stress‐Strain Model for Confined Concrete”, Journal of Structural Engineering, 1988, 114(8), 1804-1826.
[19] Rahayi, A., Nemati, S., “Performance Evaluation and Reinforcement Methods for Concrete Structures”, Fadak Isatiz Printing, Tehran, 2004.
)