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This record has been optimized to fit average RS of 7 records for soil C FEMA 440 selected by Dr. H. Tajmir Riahi.
Optimization is for 200 Ts in 0-5 sec plus 20 points from T=6 to T=50 secs
acceleration points are in terms of g.
NPTS=2048 DT=0.01
Direct access: ETA20f
Related references:
Estekanchi HE, Riahi HT 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
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
Riahi, H. T. ; Estekanchi, H. E. and Vafai, A. (2009), ''Application of Endurance Time Method in Nonlinear Seismic Analysis of SDOF Systems'', Journal of Applied Sciences, v9, n10, p1817-1832, doi:10.3923/jas.2009.1817.1832
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