[1] CTBUH, «Council for Tall Buildings and the Urban Habitat, » 2020. [En ligne]. Available: www.ctbuh.org.
[2] FEMA-P58, Seismic Performance Assessment of Buildings: Volume1—Methodology, Washington, D.C., USA, 2018
[3] Taheri, S., & Mohammadi, R. K. (2022). Probabilistic prediction of engineering demand parameters using Bayesian inference approach. Soil Dynamics and Earthquake Engineering, 161, 107320.
[4] Taheri, S., & Mohammadi, R. K. (2022). An enhanced sequential ground motion selection for risk assessment using a Bayesian updating approach. Journal of Building Engineering, 46, 103745.
[5] Stewart, J. P., & Tileylioglu, S. (2007). Input ground motions for tall buildings with subterranean levels. The Structural Design of Tall and Special Buildings, 16(5), 543-557.
[6] Tadesse, Z. L., Padavala, H. K., & Koteswara, V. R., «Seismic response assessment of building structures with underground stories: a state-of-the-art review,» Innovative Infrastructure Solutions, vol. 7, n° %16, p. 336, 2022.
[7] Kelly, D. J. (2009). Location of base for seismic design. Structure Magazine, December.
[8] Elias, W. J., & Khouri, M. F. (2012). Identifying the fixed base location of building structures under seismic excitation. Int J Sci Res (IJSR), 3(12), 2612-2618.
[9] Jahankhah, H., Ghannad, M. A., & Rahmani, M. T. (2013). Alternative solution for kinematic interaction problem of soil–structure systems with embedded foundation. The Structural Design of Tall and Special Buildings, 22(3), 251-266.
[10] Tehranizadeh, M., & Barkhordari, M. S. (2018). Effect of peripheral wall openings in basement and number of basement floors on the base level of braced framed tube system. International Journal of Civil Engineering, 16, 1157-1173.
[11] Barkhordari, M. S., & Tehranizadeh, M. (2018). The effect of soil around the basement walls on the base level of braced framed tube system. Civil Engineering Journal, 4(9), 2060-2074.
[12] Çağlar, N., Sert, S., & Serdar, A. H. (2021). Basement-storey effect on the seismic response of RC buildings on soft surface soil. Arabian Journal for Science and Engineering, 46(11), 11291-11302
[13] EN 1998–5, “Eurocode 8: Design of structures for earthquake resistance-Part 5: Foundations, retaining structures and geotechnical aspects.,” vol. 1, no. 2005, 2004
[14] JSCE 15, “Standard Specifcations for Concrete Structures - design JSCE 15. Tokyo: Japan Society of Civil Engineers,” 2007
[15] PS92 Règles de construction parasismique (1995) AFNOR NF P 06-013, 1995 (https://www.icab.fr/guide/ps92/) Déc, 1995
[16] American Society of Civil Engineers (2022), Minimum
Design Loads for Buildings and Other Structures.
[17] Gcr, N. (2012). Soil-structure interaction for building structures. National Institute of Standards and Technology (NEHRP).
[18] Road, Housing and Urban Development Research Center (2014), Iranian code of practice for seismic resistant design of buildings.
[19] T. B. I. Tall Buildings Initiative, Guidelines for Performance-Based Seismic Design of Tall Buildings, University of California, Berkeley, C.A, USA, 2010
[20] ACI-318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, Farmington Hills, MI.: American Concrete Institute, 2011