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Sries h records are 40 sec version of e and f series that were optimized to fit average RS of 7 records for soil C FEMA 440 selected by Mr. Tajmir
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. Targer time is 10 secs as usual. These are to be used when high excitation levels are required.
NPTS=4096 DT=0.01
Date of Compilation: 2007/8/15
Note that these are not optimized for nonlinear analysis.
Direct access: ETA40h
Related references:
M Ch Basim, H E Estekanchi and M Mahsuli (2018) Application of first-order reliability method in seismic loss assessment of structures with Endurance Time analysis, Earthquakes and Structures, v14 n5 p437-447, doi:10.12989/eas.2018.14.5.437
Basim, ChM and Estekanchi HE (2015), "Application of endurance time method in performance-based optimum design of structures", Structural Safety, v56, p52-67, doi:10.1016/j.strusafe.2015.05.005
Hariri-Ardebili MA, Sattar S, Estekanchi HE (2014) "Performance-based seismic assessment of steel frames using endurance time analysis", Engineering Structures, v69, n15 , p216-234, doi: 10.1016/j.engstruct.2014.03.019
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