Seismosoft | Earthquake Engineering Solutions

Thanks for that. It is really useful.

Dear Support,

Can you please give some hints to model a rectangular concrete core (a lift shaft)?

Is that possible to connect walls by rigid links at the edges of wall without creating nodes at edges?

With thanks and regards,

Siva

Are there any material models available except predefined hysteretic behaviour models?

Many thanks.

<t>We are able to define the performance criteria such as concrete strain 0.005 to certain elements. Is this strain limit having any correlation in the predefined material models? After passing the defined strain limit, how program recognise the failed element?<br/>
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Many thanks for your advise ...

I cannot apply performance criteria to control concrete core material strain for asymmetrical rc beam. Will this possible?