ETA40g

This record has been optimized to fit ASCE07 design spectrum for LA with Ss=1.5;S1=0.6;Fa=1.0;Fv=1.3;TL=8;

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=4096 DT=0.01

Direct access: ETA40g

Related references:

• Rahimi E and Estekanchi HE (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