ETA20e

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: ETA20e

Related references:

Hariri-Ardebili MA, Mirzabozorg M and Estekanchi HE (2014)"Nonlinear Seismic Assessment of Arch Dams and Investigation of Joint Behavior Using Endurance Time Analysis Method", Arabian Journal of Science and Engineering,v39, n5, p3599-3615, doi: 10.1007/s13369-014-1027-5
Estekanchi HE 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
Alembagheri M and Estekanchi HE (2011), "Seismic Assessment of Unanchored Steel Storage Tanks by Endurance Time Method", Earthquake Engineering and Engineering Vibration, v10, n4, p591-604, doi:10.1007/s11803-011-0092-y

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