[1] M.N. Priestley, Myths and fallacies in earthquake engineering, Bulletin of the New Zealand Society for Earthquake Engineering, 26 (3( (1993) 329-341.
[2] M.Friedland, R. Mayes, D. Anderson, M. Bruneau. Recommended LRFD Guidelines for the Seismic Design of Highway Bridges, Multidisciplinary Center for Earthquake Engineering Research, Report No. MCEER/ATC-49, Buffalo, New York, (2003).
[3] S.D.C. Caltrans, Caltrans seismic design criteria version 1.6.”, California Department of Transportation Sacramento (2006).
[4] G.M. Calvi, M.J.N. Priestley, and M.J. Kowalsky, Displacement-based seismic design of bridges, Structural Engineering International, 23(2) (2013) 112-121.
[5] H.M. Dawood, and M, ElGawady, Performance-based seismic design of unbonded precast post-tensioned concrete filled GFRP tube piers, Composites Part B: Engineering, 44(1) (2013) 357-367.
[6] P. Franchin, and P.E Pinto, Performance-based seismic design of integral abutment bridges, Bulletin of earthquake engineering, 12(2) (2014) 939-960.
[7] M.N. Sheikh, and Legeron. F, Performance based seismic assessment of bridges designed according to Canadian Highway Bridge Design Code, Canadian Journal of Civil Engineering, 41(9) (2014) 777-787.
[8] A.R. Ghotbi, Performance-based seismic assessment of skewed bridges with and without considering soil-foundation interaction effects for various site classes, Earthquake Engineering and Engineering Vibration,13(3) (2014) 357-373.
[9] E., Khan, T.J. Sullivan, and, M.J., Kowalsky, Direct displacement–based seismic design of reinforced concrete arch bridges, Journal of Bridge Engineering, 19(1) (2014) 44-58.
[10] A.M.Billah, and M.S Alam, Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. I: Development of performance-based damage states, Journal of Structural Engineering, 142(12) (2016) 04016140.
[11] A.M.Billah, and M.S Alam, Performance-based seismic design of shape memory alloy–reinforced concrete bridge piers. II: Methodology and design example, Journal of Structural Engineering, 142(12) (2016) 04016141.
[12] B.Shrestha, C.Li, H.Hao, and H. LiPerformance-based seismic assessment of superelastic shape memory alloy-reinforced bridge piers considering residual deformations, Journal of Earthquake Engineering, 21(7) (2017) 1050-1069.
[13] N.Xiang, and M.S., Alam, Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions, Soil Dynamics and Earthquake Engineering, 119 (2019) 75-90.
[14] M.J., Kowalsky, M.N Priestley, And G.A. Macrae, Displacement‐based design of RC bridge columns in seismic regions, Earthquake engineering & structural dynamics, 24(12) (1995) 1623-1643.
[15] G.M., Calvi, Seismic performance of RC bridges, Progress in structural engineering and materials, 1(1) (1997) 50-56.
[16] M.J., Kowalsky, A displacement‐based approach for the seismic design of continuous concrete bridges, Earthquake engineering & structural dynamics, 31(3) (2002) 719-747.
[17] H.Dwairi, and M., Kowalsky, Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures, Earthquake Spectra, 22(3) (2006) 631-662.
[18] V.A., Suarez, Implementation of direct displacement-based design for highway bridges”, Master Thesis, North Carolina State University, North Carolina, (2008).
[19] M.J.N Priestley, G.M. Calvi, and M.J Kowalsky, Direct displacement-based design of structures, IUSS Press, Pavia, Italy, (2007).
[20] A.Shibata, and M.A. Sozen, Substitute-structure method for seismic design in R/C, Journal of the structural division, 102(1) (1976)1-18.
[21] L.S. Jacobsen, Steady forced vibrations as influenced by damping, ASME Trans, 52(15) (1930) 169–181.
[22] E. Rosenblueth, and I.Herrera, On a kind of hysteretic damping, Journal of Engineering Mechanics Division, 90(4) (1964) 37–48.
[23] P.Gulkan, and M.A Sozen, Inelastic responses of reinforced concrete structure to earthquake motions, journal proceedings, 71(12) (1974) 604-610.
[24] M.J. Kowalsky, Displacement-based design-a methodology for seismic design applied to RC bridge columns, Master Thesis, University of California at San Diego, La Jolla, California, (1994).
[25] W.P Kwan, and S.L Billington, Influence of hysteretic behavior on equivalent period and damping of structural systems, Journal of structural engineering, 129(5) (2003) 576-585.
[26] T., Liu, T.Zordan, B, Briseghella,. And Q. Zhang, Evaluation of equivalent linearization analysis methods for seismically isolated buildings characterized by SDOF systems, Engineering structures, 59 (2014), 619-634.
[27] H.M Dwairi, M.J. Kowalsky and J.M Nau, Equivalent damping in support of direct displacement-based design, Journal of earthquake engineering, 11(4) (2007) 512-530.
[28] M.Jara, J.M., Jara, B.A. Olmos, and J.R. Casas, Improved procedure for equivalent linearization of bridges supported on hysteretic isolators, Engineering Structures, 35(2012) 99-106.
[29] N. M. Newmark, and W. J. Hall. Earthquake spectra and design, Earthquake Engineering Research Institute (EERI), Berkeley, California, (1982).
[30] N. M. Newmark, and W. J. Hall. Seismic design criteria for nuclear reactor facilities, Proceedings of the 4th world conference on earthquake engineering, 4 (1969) 37-50.
[31] J.J. Bommer, A.S. Elnashai, and A.G. Weir, Compatible acceleration and displacement spectra for seismic design codes, Proceedings of the 12th world conference on earthquake engineering, (2000) 1-8.
[32] Y.,Wang, Revision of seismic design codes corresponding to building damages in the “5.12” Wenchuan earthquake, Earthquake engineering and engineering vibration, 9(2) (2010) 147-155.
[33] S.Otani, and N., Kani, Japanese state of practice in design of seismically isolated buildings, 4th US-Japan workshop on performance-based earthquake engineering methodology for reinforced concrete building structures, (2002) 22-24.
[34] G.D. Hatzigeorgiou, Damping modification factors for SDOF systems subjected to near‐fault, far‐fault and artificial earthquakes, Earthquake engineering & structural dynamics, 39(11) (2010)1239-1258.
[35] ASCE/SEI 41-13, Seismic evaluation and retrofit of existing buildings, American society of civil engineers, (2014).
[36] D.T. Hubbard, and G.P. Mavroeidis, Damping coefficients for near-fault ground motion response spectra, Soil Dynamics and Earthquake Engineering, 31(3) (2011) 401-417.
[37] B.A. Bradley, Period dependence of response spectrum damping modification factors due to source-and site-specific effects, Earthquake spectra, 31(2) (2015) 745-759.
[38] E. Miranda, and S.D., Akkar, Dynamic instability of simple structural systems”, Journal of structural engineering, 129(12) (2003) 1722-1726.
[39] D., Bernal, Instability of buildings during seismic response, Engineering structures, 20(4-6) (1998). 496-502.
[40] C., Adam, L.F. Ibarra, and, H., Krawinkler, Evaluation of P-delta effects in non-deteriorating MDOF structures from equivalent SDOF systems, Proceedings of the 13th world conference on earthquake engineering, (2004).
[41] A.V., Asimakopoulos, D.L, Karabalis, and D.E Beskos, Inclusion of P–Δ effect in displacement‐based seismic design of steel moment resisting frames, Earthquake engineering & structural dynamics, 36(14) (2007) 2171-2188.
[42] G.A., MacRae, P-Δ effects on single-degree-of-freedom structures in earthquakes, Earthquake spectra, 10(3) (1994) 539-568.
[43] E., Rosenblueth, Slenderness effects in buildings, Journal of the structural division, 91(1) (1965) 229-252.
[44] D., Bernal, Amplification factors for inelastic dynamic p–Δ effects in earthquake analysis, Earthquake engineering & structural dynamics, 15(5) (1987) 635-651.
[45] T.Paulay, and M.N. Priestley, Seismic design of reinforced concrete and masonry buildings Wiley, New York, (1992).
[46] B.Wei, Y. Xu, and J. Li, Treatment of P-Δ effects in displacement-based seismic design for SDOF systems, Journal of bridge engineering, 17(3) (2012) 509-518.
[47] J.D. Pettinga, and M.N. Priestley, Accounting for p-delta effects in structures when using direct displacement-based design, IUSS Press, Pavia, Italy, (2007).
[48] N., Pourali, H., Khosravi, and M., Dehestani, An investigation of P-delta effect in conventional seismic design and direct displacement-based design using elasto-plastic SDOF systems, Bulletin of earthquake engineering, 17(1) (2019) 313-336.
[49] M., Cademartori, T.J. Sullivan, and S., Osmani, Displacement-based assessment of typical Italian RC bridges, Bulletin of Earthquake Engineering, 18(9) (2020) 4299-4329.
[50] R., Gentile, A Nettis, and D., Raffaele, Effectiveness of the displacement-based seismic performance assessment for continuous RC bridges and proposed extensions, Engineering Structures, 221 (2020) 110910.
[51] A., Nettis, P., Iacovazzo, D., Raffaele, G.Uva, and J.M., Adam, Displacement-based seismic performance assessment of multi-span steel truss bridges, Engineering Structures, 254 (2022) 113832.
[52] R., Gentile, A., Nettis, and D., Raffaele, Effectiveness of the displacement-based seismic performance assessment for continuous RC bridges and proposed extensions, Engineering Structures, 221 (2020) 110910.
[53] M., Cademartori, T.J., Sullivan, and S., Osmani, Displacement-based assessment of typical Italian RC bridges, Bulletin of Earthquake Engineering 18 (2020) 4299-4329.
[54] S., Banerjee, and S., Choudhury, An introduction to unified performance-based design of bridge piers, 17th World Conference on Earthquake Engineering, 17WCEE Sendai, Japan. (2020).
[55] R.D., Rakhee, and T.R. Hossain, Performance analysis of bridge piers by direct displacement-based design method for different seismic zones, AIP Conference Proceedings, 2713(1) AIP Publishing (2023).
[56] ASCE/SEI 7‐16 Minimum design loads and associated criteria for buildings and other structures, American society of civil engineers, Reston, Virginia, (2016).
[57] AASHTO, LRFD bridge design specifications, American Association of State Highway and Transportation Officials, Washington, DC, (2012).
[58] J.B., Mander, M.J. Priestley, and R., Park, Theoretical stress-strain model for confined concrete, Journal of structural engineering, 114(8) (1988) 1804-1826.
[59] F.C., Filippou, E.P., Popov, and V.V., Bertero, Effects of bond deterioration on hysteretic behavior of reinforced concrete joints, Earthquake Engineering Research Center, Report No. EERC 83-19, University of California, Berkeley, (1983).
[60] Applied Technology Council, Quantification of building seismic performance factors, US department of homeland security, Report No. FEMA P695, Washington, D.C., (2009).