Seismosoft | Earthquake Engineering Solutions

<t>The EA, EI & GJ values are merely indicative (i.e not used in the analysis) and calculated using the elastic material properties of the main section material (i.e. concrete in R/C sections and steel in steel sections). <br/>
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No discretisation of the section in monitoring points takes place ...

This is because the new version has changes significantly the structure of the output. Unfortunately, you need to re-run the analyses.

Seismosoft Developer

Hi Soydan,
You can change the strain values by selecting the cells and then by clicking the selected cell. If you press Enter at the last line of the table a new line will be created

<r>I think I found it. The differences seem to be due to the round-off error for the calculations. In brief, the initial accelerogram is opened with 6 decimal points, whereas the second one (the one saved by us) features only 3 decimal points (default program setting). <br/>
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If you change that ...

Hi Dominic, you are right. There is something not quite right there. I will investigate the issue a bit further and let you know. Probably, there is a bug somewhere there. Thanks for the detailed description.

Seismosoft Developer

<t>Dear Dominic,<br/>
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As far as I understood, the acceleration time-history that you are opening the first time is not the same as the one you are opening the second time, the former being the uncorrected and the latter being the corrected one. <br/>
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In other words, in the first case you ...

The format of the output file has been significantly changed, hence older srf files cannot be read by the new versions