Seismosoft | Earthquake Engineering Solutions

Any news about the new version?

As far as i am concerned seismosoft suggests to use response control loading when using conventional force based pushover analysis (correct me if not). When using displacement based adaptive pushover analysis should i use adaptive load or response control option?

Do you plan to include this feature in the next version? If yes, it will be calculated using the formula included in EC8 pt3?

any suggestion from the seismosoft support?

<t>In adaptive pushover analysis of a 3D building model should i apply the displacement in perimeter nodes of each direction, in all nodes of the structure, or i can assign just one displacement in a centre node?<br/>
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In my model (1 storey building with lamped mass at columns) in the X ...

Fbianchi thank you very much!

Seismosoft thanks for the reply! Now that i checked again my model for some reason i do no get this error message anymore. If it start appearing again i will let you know. Many thanks again.

Yes, thats exactly what i am doing up to now. What i wrote was just a suggestion to make this really good software even better! Keep up the good work!!

After running a pushover analysis i got the following error message: 'INCIRCUM-F-Points are coincident'. Can someone please explain me what does this mean? Thank you in advance!

Thank you for your answer! So does this means that when assessing an existing structure seismostruct just looks the moment capacity of the elements and not their shear strength? What about if the element has failed in shear before the full moment capacity of the element is achieved?