[1] Deierlein, G., Ma, X., Hajjar, J., Eatherton, M., Krawinkler, H., Takeuchi, T., & Kasai, K. (2010). Large-scale shaking table test of steel braced frame with controlled rocking and energy dissipating fuses. In 9th US National and 10th Canadian Conference on Earthquake Engineering.
[2] Tanamal, A., Eatherton, M., Hajjar, J, F. (2007). Controlled Rocking of Steel-Framed Buildings with Replaceable Energy Dissipating Fuses Post-Tensioning Strand Material Tests. Internal report, Department of Civil and Environmental Engineerin University of Illinois at Urbana-Champaign Urbana, Illinois 61801.
[3] Ma, X., Borchers, E., Pena, A., Krawinkler, H., & Deierlein, G. (2010). Design and behavior of steel shear plates with openings as energy-dissipating fuses. John A. Blume Earthquake Engineering Center Technical Report, (173).
[4] Eatherton, M. R., Hajjar, J. F., Deierlein, G. G., Krawinkler, H., Billington, S., & Ma, X. (2008, October). Controlled rocking of steel-framed buildings with replaceable energy-dissipating fuses. In Proceedings of the 14th World Conference on Earthquake Engineering (pp. 12-17).
[5] Eatherton, M. R., Ma, X., Krawinkler, H., Deierlein, G. G., & Hajjar, J. F. (2014). Quasi-static cyclic behavior of controlled rocking steel frames. Journal of Structural Engineering, 140(11), 04014083.
[6] Ma, X., Krawinkler, H., & Deierlein, G. G. (2011). Seismic design and behavior of self-centering braced frame with controlled rocking and energy dissipating fuses, blume earthquake Eng (Vol. 174). Center TR.
[7] Ma, X. (2010). Seismic Design and Behavoir of Self-Centering Braced Frame with Controlled Rocking and Energy-Dissipating Fuses. PhD, Stanford University.
[9] Amirzehni, H. (2016). Seismic Response Evaluation of Steel Braced Frames with Controlled Rocking and Energy Dissipaters. Master of Science. Urmia University of Technology, Civil Engineering College.
[10] Takeuchi, T., Kasai, K., Midorikawa, M., Matsuoka, Y., Asakawa, T., Kubodera, I., & Ando, H. (2008). Shaking table test using multipurpose test bed. Proceedings of 14WCEE.
[11] Gupta, A., & Krawinkler, H. (1999). Seismic demands for the performance evaluation of steel moment resisting frame structures (Doctoral dissertation, Stanford University).
[12] ASCE 7. (2005). Minimum design loads for buildings and other structures, ASCE 7- 05, American Society of Civil Engineers, Reston, Virginia.