Seismosoft | Earthquake Engineering Solutions

<t>Ok, just to update everybody with our conversation with Huffte (As I sent my model to Huffte, he replied my email with his view on the subject): In summary, my problem seems that I was expecting a more visible difference in terms of frequency content of accelerograms in two soil types. However, t...

<t>Hi huffte,<br/> <br/> Thanks for the help. I followed your suggestions and defined two cases:<br/> <br/> EC8 Ground type A with vs: 940 m/s<br/> EC8 Ground type E with vs: 310 m/s<br/> <br/> Still What I get is only a difference in PGA, same frequency contents in both cases. I am not sure what I ...

<t>Hello,<br/> <br/> Something is not clear to me with seismoartif. How can I produce artifical accelerograms compatible with the response spectrums with different soil type? When I define 2 different Spectrum with type A and type E ground (Eurocode), and apply a synthetic accelerogram with "no site...