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== Development history ==
The basic concepts of the endurance time method were published in 2004.<ref name=j1/> Application in linear seismic analysis appeared in 2007.<ref name=j2/> ET was subsequently extended to nonlinear analysis of single degree of freedom (SDOF) and multi degree of freedom systems.
== ET excitation functions ==
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ET method has been applied in seismic assessment of the following structural types:
* Single degree of freedom systems
* Moment and braced [[steel frame]]s<ref name=j25/><ref name=j15/>
* Concrete frames
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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>
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