Dear Sir,
I have short question. Can we perform 'Frequency Domain Transportation in SACS' ??
The assumption is
1) We have Barge RAO
2) We know critical seastate i.e. wave spectrum, Hs, Tp
The following queries is needed some guidance.
1) How to generate 'Response spectrum of each structural member' ? I do not see any way to input wave spectrum in towinp.
2) How to let SACS keep 'extreme statistic response value i.e. most probable maximum extreme (mpme) axial, moment etc' of each member in the common solution ?
3) How to combine extreme statistic response value for each element with static common solution file ? Should it be PRST and PRSC like earthquake response specturm as it is no sign anymore.
4) The last one is the same question as above. However, it is for frequency domain analysis for wave response. How to perform the 3 questions above in the wave response analysis. I do not see anyway to keep extreme statistic response value from the wave response in the common solution file as well. It can be calculate during fatigue analysis i.e. rms etc. However, if I do not want to do fatigue. I just would like to perform 'Wave Response in Frequency Domain' and use 'Extreme statistic response value (3.72*RMS, it is assumed that the response has 1000cycles)' to combine with static analysis. How I can do that??
Regards,
Kasiphon