Housner, G.W. (1963) The Behavior of Inverted Pendulum Structures During earthquakes. Bulletin of the Seismological Society of America, 53(2), 403-417.
Chopra, A.K. and Yim, S.C-S. (1985) Simplified Earthquake Analysis of Structures with Foundation Uplift. American Society of Civil Engineers, Journal of Structural Engineering, 111(4), 906-930.
Yim, S.C-S and Chopra, A.K. (1985) Simplified Earthquake Analysis of Multistory Structures with Foundation Uplift. Journal of Structural Engineering, 111(12), 2708-2731.
Pristly, J.N., Evison, R.J., and Carr, A.J. (1998) Seismic Response of Structure Free to Rock on Their Foundations. Bulletin of the New Zealand National Society for Earthquake Engineering, 11(3), 141-150.
Hucklebridje, A.A. and Clough, R.W. (1978) Seismic Response of Uplifting Building Frame. American Society of Civil Engineers. Journal of Structural Division, 104(ST8), 1211-1229.
Psycharis, I.N. (1992) Dynamic Behavior of Rocking Structures Allowed to Uplift. Report No. EERL-81-02, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA.
Midorikawa, M., Azuhata, T., Ishihara, T., Wada, A. (2006) Shaking table tests on seismic response of steel braced frames with column uplift. Earthquake Engineering and Structural Dynamics, 35, 1767-1785.
Pena, F., Prieto, F., LourenÃ§o, P.B., Campos Costa, A., Lemos, J.V. (2007) On the dynamics of rocking motion of single rigid-block structures. Earthquake Engineering and Structural Dynamics, 36(15), 2383-2399.
Palmeri, A. and Makris, N. (2008) Linearization and first-order expansion of the rocking motion of rigid blocks stepping on viscoelastic foundation. Earthquake Engineering and Structural Dynamics, 37, 1065-1080.
Hosseini, M. and Ebrahimi, H. (2015) Applying âDeliberate Directing of Damageâ idea for creation of repairable buildings by using rocking tubular frame structural system and yielding-plate dampers at foundation level. Proceedings of the 7th International Conference on Seismology and Earthquake Engineering (SEE-7), Tehran, Iran.
Hosseini, M. and GhorbaniAmirabad, N. (2015) Yielding-curved-bars and hemisphere core energy dissipating device as the central support of repairable buildings with see-saw motion. Proceedings of the 7th International Conference on Seismology and Earthquake Engineering (SEE-7), Tehran, Iran.
Makris, N. and Aghagholizadeh, M. (2017) The dynamics of an elastic structure coupled with a rocking wall. Earthquake Engineering & Structural Dynamics, 46(6), 945-962.
Parsafar, S., Moghadam, A.S. (2017) Development of a rocking R/C shear wall system implementing repairable structural fuses. International Journal of Advanced Structural Engineering, 9(3), 247-258.
Research Center for Roads, Housing and Urban Development (2014) Earthquake Resistant Design Regulations (Standard 2800). 4th Edition, Iran (in Persian).
Department of National Construction Regulations (2013) Design and Implementation of Steel Structures. Section 10 of National Construction Regulations, Iran (in Persian).
Department of National Construction Regulations (2013) Loads Exerted on the Building. Section 6 of National Construction Regulations, Iran (in Persian).
Presidential Deputy of Strategic Planning and Supervision (2013) Instructions on Seismic Rehabilitation of Existing Buildings. Publication No. 360, Iran (in Persian).