5. References

[1] Estekanchi, H. E., A. Vafai and M. Sadeghazar (2004), ''Endurance Time method for seismic analysis and design of structures'', Scientia Iranica, v11, n4, p361-370 [Link]

[2] Estekanchi, H.E., Valamanesh, V. and Vafai, A. (2007), ''Application of Endurance Time Method in Linear Seismic Analysis'', Engineering Structures, v29, n10, p2551-2562,doi:10.1016/j.engstruct.2007.01.009

[3] Mirzai A. and Estekanchi, H. E. (2015), "Performance-Based Seismic Retrofitting of Steel Frames by Endurance Time Method", Earthquake Spectra, v31, n1, p383-402, doi:10.1193/081312EQS262M

[4] Basim MC and Estekanchi HE (2014) "Application of Endurance Time Method in Value Based Seismic Design of structures" Proceedings of Second Europian Conference on Earthquake Engineering and Seismology, August 25-29, 2014, Istanbul, Turkey, Paper No. 654 [Link]

[5] Hariri-Ardebili MA, Sattar S, Estekanchi HE (2014) "Performance-based seismic assessment of steel frames using endurance time analysis", Engineering Structures, v69, n15 , p216-234, doi:10.1016/j.engstruct.2014.03.019

[6] Estekanchi, H. E., Vafai A. and Riahi, H. T. (2009), "Endurance Time Method: from Ideation to Application", Proceedings of a U.S.-Iran Seismic Workshop, June 29 - July 1 2009, Irvine, California , PEER report 2009/02, pp 205-218 [Link]

[7] Estekanchi, H. E., Riahi, H. T. and Vafai, A. (2011), ''Application of Endurance Time Method in Seismic Assessment of Steel Frames", Engineering Structures, v33, n9, p2535-2546 doi:10.1016/j.engstruct.2011.04.025

[8] Riahi, H. T.; Estekanchi, H. E. and Boroujeni, S. S. (2011) "Application of Endurance Time method in nonlinear seismic analysis of steel frames", Procedia Engineering, v14, p3237-3244,doi:10.1016/j.proeng.2011.07.409

[9] Estekanchi, H. E. and Basim, M. Ch. (2011), "Optimal damper placement in steel frames by the Endurance Time method", The Structural Design of Tall and Special Buildings, v20, n5, p612-630,doi:10.1002/tal.689

[10] Riahi, H. T. and Estekanchi, H. E, (2010), "Seismic Assessment of Steel Frames with Endurance Time Method", Journal of Constructional Steel Research, v66, n6, p780-792,doi:10.1016/j.jcsr.2009.12.001

[11] Mirzai, A, Estekanchi, H. E. and Vafai, A. (2010), "Application of Endurance Time Method in Performance Based Design of Steel Moment Frames", Scientia Iranica, v17, n6, p482-492 [Link]

[12] Mirzaee, A. and Estekanchi, H. E. (2012) "Advances in Performance Based Design by Endurance Time Method", 15th World Conference on Earthquake Engineering, 24 to 28 September, Lisbon, Portugal, Paper No 1066 [Link]

[13] Valamanesh V. and Estekanchi H. E. (2014) "Nonlinear Seismic Assessment of Steel Moment Frames under Bi-Directional Loading via Endurance Time Method", The Structural Design of Tall and Special Buildings, v23, n6, p442-462, doi: 10.1002/tal.1054

[14] Valamanesh, V; Estekanchi, H. E. and Vafai, A. (2010), ''Characteristics of Second Generation Endurance Time Accelerograms'', Scientia Iranica, v17, n1, p53-61 [Link]

[15] Valamanesh, V and Estekanchi, H. E. (2013), "Compatibility of the endurance time method with codified seismic analysis approaches on three-dimensional analysis of steel frames ", The Structural Design of Tall and Special Buildings, v22, n2, p144–164, doi:10.1002/tal.666

[16] Estekanchi, H. E. and Alembagheri, , M. (2012), "Seismic analysis of steel liquid storage tanks by Endurance Time method", Thin-Walled Structures, v50, n1, p14-23, doi: 10.1016/j.tws.2011.08.015

[17] Vaezi D, Estekanchi HE and Vafai A (2014) "A parametric study of seismic response in anchored steel tanks with endurance time method", Scientia Iranica, v21, n5 , p1608-1619, [Link]

[18] Valamanesh, V; Estekanchi, H. E., Vafai, A and Ghaemian M. (2011), "Application of Endurance time method in seismic analysis of concrete gravity dams", Scientia Iranica A, v18, n3, p326-337, doi:10.1016/j.scient.2011.05.039

[19] Hasani H, Golafshani AA and Estekanchi HE (2016), "Seismic Performance Evaluation of Jacket Type Offshore Platforms using Endurance Time Method Considering Soil-pile-superstructure Interaction", Scientica Iranica, v24, p1843-1854, doi:10.24200/SCI.2017.4275

[20] Tavazo, M., Estekanchi H.E. and Kaldi P. (2012), "Endurance time method in the linear seismic analysis of shell structures", International Journal of Civil Engineering, v10, n3, p169-178 [Link]

[21] Mashayekhi M, Estekanchi H. E.(2013) "Investigation of Non-Linear Cycles’ Properties in Structures Subjected to Endurance Time Excitation Functions", International Journal of Optimization in Civil Engineering, v3, n2, p225-243 [Link]

[22] Mirzai A., Estekanchi, H. E. and Vafai, A. (2012), "Improved methodology for endurance time analysis: From time to seismic hazard return period", Scientia Iranica, v19, n5, p1180-1187, doi: 10.1016/j.scient.2012.06.023

[23] Mashayekhi, M. and Estekanchi, H.E. (2012), "Significance of effective number of cycles in Endurance Time analysis", Asian Journal of Civil Engineering, v13, n5, p647-657 [Link]

[24] Nozari, A and Estekanchi, H. E. (2011) "Optimization of Endurance Time acceleration functions for seismic assessment of structures, International Journal of Optimization in Civil Engineering, v1, n2, 257-277 [Link]

[25] Estekanchi, H. E.; Riahi, H. T. and Vafai, A. (2009), ''Endurance Time Method: Exercise Test as Applied to Structures'', Asian Journal of Civil Engineering, v10, n5, p559-577 [Link]

[26] Estekanchi, H. E., Arjomandi, K and Vafai, A. (2008), ''Estimating Structural Damage of Steel Moment Frames by Endurance Time Method'', Journal of Constructional Steel Research, v64, n2, p145-155,doi:10.1016/j.jcsr.2007.05.010

[27] Estekanchi H.E., Vafai A., Mirzaee A., Mashayekhi M., and A. Nozari (2013) "Recent Advances in Seismic Performance Assessment of Structures by Endurance Time Method" Proceedings of the U.S.-Iran Seismic Workshop on Urban Earthquake Engineering, December 18-20, 2012, Tehran, Iran, PEER report 2013/26, p125-135 [Link]

[28] Estekanchi, H. E; Vafai, A.; Valamanesh, V.; Mirzaee, A.; Nozari, A. and Bazmuneh A. (2011) "Recent Advances in Seismic Assessment of Structures by Endurance Time Method", Proceedings of a US-Iran-Turkey Seismic Workshop - Seismic Risk Management in Urban Areas; PEER report 2011/07, December 14-16, 2010, Istanbul, Turkey; pp 289-301 [Link]

[29] Rahimi E. and Estekanchi, H. E. (2015), "Collapse assessment of steel moment frames using endurance time method", Earthquake Engineering and Engineering Vibration, v14, n2, p347-360,doi:10.1007/s11803-015-0027-0

[30] Basim, Ch. M. and Estekanchi, H. E. (2015), "Application of endurance time method in performance-based optimum design of structures", Structural Safety, v56, p52-67,doi:10.1016/j.strusafe.2015.05.005

[31] Foyuzat MA and Estekanchi HE (2016), "Application of rigid-perfectly plastic spectra in improved seismic response assessment by Endurance Time method", Engineering Structures, v111, p24-35, doi:10.1016/j.engstruct.2015.11.025

[32] Mohammadjalal MA and Estekanchi HE (2017), "Damage estimation of steel moment-resisting frames by Endurance Time method using damage-based target time", Journal of Earthquake Engineering, inpress, doi:10.1080/13632469.2017.1297265

[33] Mashayekhi, M., Estekanchi, H. E., Vafai, H., & Mirfarhadi, S. A. (2018). Development of hysteretic energy compatible endurance time excitations and its application. Engineering Structures, 177, 753-769., doi.org/10.1016/j.engstruct.2018.09.089

[34] Mashayekhi, M. R., Mirfarhadi, S. A., Estekanchi, H. E., & Vafai, H. (2018). Predicting probabilistic distribution functions of response parameters using the endurance time method. The Structural Design of Tall and Special Buildings, e1553., doi.org/10.1002/tal.1553

[35] Mashayekhi, Mohammadreza; Estekanchi, Homayoon E; Vafai, Abolhassan; Mirfarhadi, Seyyed Ali; (2018) Simulation of Cumulative Absolute Velocity Consistent Endurance Time Excitations, Journal of Earthquake Engineering, doi.org/10.1080/13632469.2018.1540371

[36] Mashayekhi, Mohammadreza; Estekanchi, Homayoon E; Vafai, Hassan; Ahmadi, Goodarz; (2019) An evolutionary optimization-based approach for simulation of endurance time load functions, Engineering Optimization, doi.org/10.1080/0305215X.2019.1567724

[37] Sarcheshmehpour, M., Estekanchi, H. E., & Ghannad, M. A. (2020). Optimum placement of supplementary viscous dampers for seismic rehabilitation of steel frames considering soil–structure interaction. The Structural Design of Tall and Special Buildings, e1682., doi.org/10.1002/tal.1682

[38] Mirfarhadi, S. A., & Estekanchi, H. E. (2020). Value based seismic design of structures using performance assessment by the endurance time method. Structure and Infrastructure Engineering, 1-19.doi.org/10.1080/15732479.2020.1712436

[39] Estekanchi, H. E., Mashayekhi, M., Vafai, H., Ahmadi, G., Mirfarhadi, S. A., & Harati, M. (2020). A state-of-knowledge review on the Endurance Time Method. In Structures (Vol. 27, pp. 2288-2299). Elsevier.doi.org/10.1016/j.istruc.2020.07.062