Seismosoft | Earthquake Engineering Solutions

I'm trying to run a dynamic nonlinear analysis, but the analysis stops at a certain point at which the values of the concrete and steel strain in a column are enormous (1e30).
Does anyone know what might be causing this problem?

I am facing the same issue. I'd also like to ask if there is a way to open the outputs obtained using the previous version of SeismoStruct?

<t>Hello!<br/> I have a model consisting of RC frames and masonry infills for which a try to run a static tim-history analysis. Unfortunately I can't run the analysis because at one pont I receive the max_tol error and after that the analysis stops. For concrete I use the con_tl model and for steel ...

So. if I understand correctly this type of analysis is done by apllying the displacement time-history of the record (of the accelerogram) in the nodal points of the strucutre?
I assume that the displacement are applied according to a triangular pattern.

OK. Thank you for your answer. Could you expain how this type of analysis can be conducted because in the Help menu I didn't find too much information?

Hello
I'd like to ask if it is possible to model a pseudo-dynamic test on a RC frame building in the current version of SeismoStruct?

Sorry for the misunderstanding. I was referring to SeismoStruct.

Is it possible to add in SeismoSignal some new hysteretic models for RC elements (for shear - Ozcebe and Saatcioglu#8217;s model or some rules for modeling bond slip)?

Is there a way in which the significant duration can be changed from the 0.05-0.95 interval to 0.1-0.9 interval for the calculation of the ground motion parameters?

Hello! I want to load a spectrum from file in SeismoMatch but I keep getting the errors: 'Range check error' or '5% is not a valid floating point value' whatever values I choose for the first line and the last line. Are there some special requirements for the input file?