Seismosoft | Earthquake Engineering Solutions

<t>Dear Seismosoft,<br/>
I am trying a simple example with Static Pushover analysis on 3 storey-3 bay frame with different types of frame elements which are: DB, FB and FBPH (each one only is an element). They give different results in: postions of first hinges, mechanism (crushing of concrete, soft ...

<t>Dear Seismosoft,<br/>
Thanks for answering my questions. I also did the modelling as the ways you mentioned. However, the problem is that Link elements and elastic frame elements work independently. With grandually increasing loads, when the Links reach their plastic moment resistance, the ...

<t>Hi Seismosoft,<br/>
I am trying to model a frame with concentrated hinges located at critical sections of RC-frames. I want to test the Takeda model of RC elements. I would like to ask how to couple 1point-Link and elastic frame elements? (I have carefully read the manual but there is no ...

Hello Seismosoft,
I am trying to model two joint link elements with Takeda or Pivot hysteric behaviour in RC frame structures. Is it possible to model it in Seismostruct?
Concerning about licence, may I use Seismostruct until the end of 1010?
Thank you,