Endurance time method: Difference between revisions

Revision as of 15:52, 6 August 2024

Revision as of 03:32, 13 January 2025

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# Third-generation ETEFs are optimized in nonlinear range. These ETEFs deliver improved analysis performance.

# Fourth-generation ETEFs are optimized to include duration consistency.<ref name=j33/>

# Fifth-generation ETEFs are optimized to include damage consistency.<ref name=j34/>

[[File:ETA20f03 Endutance Time Excitation Function.png|framed|center|Fig. 1. A typical endurance time excitation function (ETA20f03 record)]]

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<ref name=j2>Estekanchi, H.E., Valamanesh, V. and Vafai, A. (2007), ''Application of Endurance Time Method in Linear Seismic Analysis'', Engineering Structures, v29, n10, p2551-2562, [https://dx.doi.org/10.1016/j.engstruct.2007.01.009 doi:10.1016/j.engstruct.2007.01.009]</ref>

<ref name=j3>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, [https://dx.doi.org/10.1016/j.jcsr.2007.05.010 doi:10.1016/j.jcsr.2007.05.010]</ref>

<ref name=j5>Riahi, H. T. ; Estekanchi, H. E. and Vafai, A. (2009), ''Estimates of Average Inelastic Deformation Demands for Regular Steel Frames by the Endurance Time Method'', Scientia Iranica, v16, n5, p388-402, [http://scientiairanica.sharif.ir/PDF/Articles/00001120/estekanchi.pdf Link]</ref>

<ref name=j6>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, [http://www.bhrc.ac.ir/Portal/LinkClick.aspx?fileticket=6MYAQ2Vrz%2bY%3d&tabid=562 Link]</ref>

<ref name=j7>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, [https://dx.doi.org/10.1016/j.jcsr.2009.12.001 doi:10.1016/j.jcsr.2009.12.001]</ref>

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<ref name=j17>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, [http://www.iust.ac.ir/ijoce/browse.php?a_id=18&sid=1&slc_lang=en Link]</ref>

<ref name=j18>Alembagheri, M and Estekanchi, H. E. (2011), "Seismic Assessment of Unanchored Steel Storage Tanks by Endurance Time Method", Earthquake Engineering and Engineering Vibration, v10, n4, p591-604, [https://dx.doi.org/10.1007/s11803-011-0092-y doi:10.1007/s11803-011-0092-y]</ref>

<ref name=j19>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, [https://dx.doi.org/10.1016/j.tws.2011.08.015 doi: 10.1016/j.tws.2011.08.015]</ref>

<ref name=j20>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, [http://www.bhrc.ac.ir/portal/LinkClick.aspx?fileticket=VZNVowDsp_Q%3d&tabid=1121 Link]</ref>

<ref name=j21>Zeinoddini, M., Nikoo, H. M. and Estekanchi H.E. (2012), "Endurance Wave Analysis (EWA) and its application for assessment of offshore structures under extreme waves", Applied Ocean Research, v37, p98-110, [https://dx.doi.org/10.1016/j.apor.2012.04.003 doi: 10.1016/j.apor.2012.04.003]</ref>

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<ref name=t1>Bazmooneh, Amirali (2009), Application of Endurance Time method in seismic evaluation of existing steel buildings, Thesis presented to the Department of Civil Engineering as a partial requirement for degree of Master of Science, Sharif University of Technology http://library.sharif.ir/parvan/resource/290141/</ref>

<ref name=t2>Ghaffari, Esmail (2010) Application of Endurance Time method in Seismic analysis of bridges, Thesis presented to the Department of Civil Engineering as a partial requirement for degree of Master of Science, Sharif University of Technology http://library.sharif.ir/parvan/resource/291956/</ref>

<ref name=j32>Hasani, H., Golafshani, A., Estekanchi, H. Seismic performance evaluation of jacket-type offshore platforms using endurance time method considering soil-pile-superstructure interaction. Scientia Iranica, 2017; 24(4): 1843-1854. doi: 10.24200/sci.2017.4275 http://scientiairanica.sharif.edu/article_4275_f79d8b4fdd0cc8d159b91b1a3b968585.pdf </ref>

<ref name=j33>Mashayekhi, M., Estekanchi, H. E., Vafai, A., & Mirfarhadi, S. A. (2018). Simulation of cumulative absolute velocity consistent endurance time excitations. Journal of Earthquake Engineering, 1-26.

https://doi.org/10.1080/13632469.2018.1540371</ref>

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<ref name=j54>Jaberi, V., Jaberi, M., & Asghari, A. (2024). A new performance-based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods. The Structural Design of Tall and Special Buildings, e2100. https://doi.org/10.1002/tal.2100</ref>

<ref name=w3>Application of Endurance Time (ET) method in optimal design of energy dissipation systems [Online]. https://sites.google.com/view/ascivil/endurance-time/</ref>

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[[Category:Earthquake engineering]]