[1] Ashour, S.A. and Abdel-Rahman, H.H. (1994) Application of Seismic Risk Analysis and Earthquake Simulation Methods to the Western Region in Saudi Arabia lKAU. Engineering Science, 6, 3-23.
[2] Yakut, A. (2003) Preliminary Seismic Performance Assessment Procedure for Existing RC Buildings. Journal of Engineering Structures, 135, 1177-1190.
[3] Sadek, A.W. and Sobaih, M.E. (1992) Approximate Seismic Analysis of in Elastic Asymmetric Structures. Journal of Engineering Structures, 14, 49-62.
https://doi.org/10.1016/0141-0296(92)90007-D
[4] Karayannis, C. G., Favvata, M. J. and Kakaletis, D.J. (2011) Seismic Behaviour of Infilled and Pilotis RC Frame Structures with Beam-Column Joint Degradation Effect. Journal of Engineering Structures, 33, 2821-2831.
https://doi.org/10.1016/j.engstruct.2011.06.006
[5] Kalkan, E. and Kunnath, S.K. (2005) Assessment of Current Nonlinear Static Procedures for Seismic Evaluation of Buildings. Journal of Engineering Structures, 29, 305-316.
https://doi.org/10.1016/j.engstruct.2006.04.012
[6] De Luca, F., Verderame, G.M. and Manfredi, G. (2014) Eurocode-Based Seismic Assessment of Modern Heritage RC Structures. Journal of Engineering Structures, 74, 96-110.
https://doi.org/10.1016/j.engstruct.2014.05.015
[7] Lee, H.-S. and Woo, S.-W. (2001) Seismic Performance of a 3-Story RC Frame in a Low-Seismicity Region. Journal of Engineering Structures, 24, 719-734.
https://doi.org/10.1016/S0141-0296(01)00135-3
[8] Shuraim, A., Al-Haddad, M., Al-Zaid, R., Mirza, R. and Al-Sheref, K. (2007) Seismic Provisions in the Saudi Building Code. Proceedings of the 7th Saudi Engineering Conference (SEC7), Riyadh, 3-5 December 2007, SEC-119.
[9] Shuraim, A. (2007) Performance of Push over Procedure in Evaluating the Seismic Adequacy of Reinforced Concrete Frames. King Saud University, Riyadh.
[10] Ashraf, H. and Stephen, P. (1998) Practical Three Dimensional Nonlinear Static Pushover Analysis. Structure Magazine, Winter.
[11] Chan, C.M. and Zou, X.K. (2002) Optimal Inelastic Drift Design of Reinforce Concrete Structures under Pushover Loading. The 2nd China-Japan-Korea Joint Symposium on Optimization of Structural and Mechanical Systems, Busan, 4-8 November 2002, 779-784.
[12] Dhileep, M., Trivedi, A. and Bose, P.R. (2011) Behavior of High Frequency Modal Responses in Nonlinear Seismic Analysis. International Journal of Civil and Structural Engineering, 1, 723-731.
[13] Whittaker, A., Constantnou, M. and Tsopelas, P. (2007) Displacement Estimates for Performance-Based Seismic Design. Journal of Structural Engineering, 124, 905-912.
[14] Thakur, S.S. and Saklech, M. (2017) Addition of Shear Walls to Enhance the Structural Stability of Medium Rise Structures. Indian Journal of Scientific Research, 14, 506-511.
[15] Uniform Building Code (1997) International Conference of Building Officials, USA.
[16] American Concrete Institute (2014) Building Code Requirements for Structural Concrete. American Concrete Institute, USA.
[17] Saudi Building Code (2007) National Committee of Saudi Building Code, Riyadh, Saudi Arabia.