[1] FEMA, Prestandard And Commentary For the Seismic Rehabilitation Of Buildings., (2000)., Washington, D.C.: Report FEMA 356, Federal Emergency Management Agency, 519.
[2] FEMA, NEHRP Recommended Provisions For Seismic Regulations For New Buildings And Other Structures., (2003)., Washington, D.C.: Report FEMA 450, Federal Emergency Management Agency, 356.
[3] Ganjavi, B., And Hao, H. (2014). Strength Reduction Factor for MDOF Soil-Structure Systems. The structural Design of Tall and Special Buildings, 23 (3), 163-180.
[4] Ahmadi, E., And Khoshnoudian, F. (2015). Near-fault effects on strength reduction factors of soil-MDOF structure systems. Soils and Foundations, 55(4), 841-856.
[5] Muller FP, And Keintzel E. (1982) Ductility requirements for flexibly supported anti-seismic structures. Proceedings of the Seventh European Conference on Earthquake Engineering, , 3, 27–34.
[6] Ganjavi, B., And Hao, H. (2012). A parametric study on the evaluation of ductility demand distribution in multi-degree-of freedom systems considering soil–structure interaction effects. Engineering Structures, 43, 88–104.
[7] Khoshnoudian, F., Ahmadi, E., & Nik, F. A. (2013). Inelastic displacement ratios for soil-structure systems. Engineering Structures, 57, 453-464.
[8] Eser, M., Aydemir, C., And Ekiz, I. (2012). Inelastic displacement ratios for structures with foundation flexibility. KSCE Journal of Civil Engineering, 16(1), 155-162.
[9] Ahmadi, E. And Khoshnoudian, F. (2013). Evaluation of maximum displacement factor for soil-structure systems, CSCE 2013 General Conference. Montreal, Québec, Canada: 95, 1.
[10] Ganjavi, B. Hajirasouliha, I. And Bolourchi, A. (2016). Optimum lateral load distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction. Soil Dynamics and Earthquake Engineering, 88, 356-368.
[11] Cruz, C. And Miranda, E. (2017). Evaluation of soil-structure interaction effects on the damping ratios of buildings subjected to earthquakes. Soil Dynamics and Earthquake Engineering, 100, 183-195.
[1] FEMA, Prestandard And Commentary For the Seismic Rehabilitation Of Buildings., (2000)., Washington, D.C.: Report FEMA 356, Federal Emergency Management Agency, 519.
[2] FEMA, NEHRP Recommended Provisions For Seismic Regulations For New Buildings And Other Structures., (2003)., Washington, D.C.: Report FEMA 450, Federal Emergency Management Agency, 356.
[3] Ganjavi, B., And Hao, H. (2014). Strength Reduction Factor for MDOF Soil-Structure Systems. The structural Design of Tall and Special Buildings, 23 (3), 163-180.
[4] Ahmadi, E., And Khoshnoudian, F. (2015). Near-fault effects on strength reduction factors of soil-MDOF structure systems. Soils and Foundations, 55(4), 841-856.
[5] Muller FP, And Keintzel E. (1982) Ductility requirements for flexibly supported anti-seismic structures. Proceedings of the Seventh European Conference on Earthquake Engineering, , 3, 27–34.
[6] Ganjavi, B., And Hao, H. (2012). A parametric study on the evaluation of ductility demand distribution in multi-degree-of freedom systems considering soil–structure interaction effects. Engineering Structures, 43, 88–104.
[7] Khoshnoudian, F., Ahmadi, E., & Nik, F. A. (2013). Inelastic displacement ratios for soil-structure systems. Engineering Structures, 57, 453-464.
[8] Eser, M., Aydemir, C., And Ekiz, I. (2012). Inelastic displacement ratios for structures with foundation flexibility. KSCE Journal of Civil Engineering, 16(1), 155-162.
[9] Ahmadi, E. And Khoshnoudian, F. (2013). Evaluation of maximum displacement factor for soil-structure systems, CSCE 2013 General Conference. Montreal, Québec, Canada: 95, 1.
[10] Ganjavi, B. Hajirasouliha, I. And Bolourchi, A. (2016). Optimum lateral load distribution for seismic design of nonlinear shear-buildings considering soil-structure interaction. Soil Dynamics and Earthquake Engineering, 88, 356-368.
[11] Cruz, C. And Miranda, E. (2017). Evaluation of soil-structure interaction effects on the damping ratios of buildings subjected to earthquakes. Soil Dynamics and Earthquake Engineering, 100, 183-195.