Seismosoft | Earthquake Engineering Solutions

<t>Hi Seismostruct,<br/>
I have a big big problem... I will degree in a few days and the new version of Seismostruct has deleted my result files and then If I ri-run old analysis the software give me error.<br/>
I'm in crisis. I must do many pushover and Time-History Analysis.<br/>
<br/>
How can i ...

<t>Hi,<br/>
I'm doing a MPA 3D but I have some problems.<br/>
I'm studying a plan irregular structure. I applied the forces vector s=M*#934;. I want to know why the analysis in one of two possible analysis direction generates a Capacity Curve similar to a "accelerogram".<br/>
I had this problem in ...

Hi,

I wonder if you apply a force along rz means applying a bending moment along xy.
If it isn't, how can I apply a bending moment in a point?


If I apply a force along "rz", why does the analisy stop?

Annamaria

<t>Hi Romain,<br/>
<br/>
Thanks for your answer.<br/>
<br/>
In my particular case the problem is the application of the force in the CM where I have a rigid diaphragm. <br/>
<br/>
With this Nodal Constraint I can’t apply the force in a non-structural point. <br/>
<br/>
I have already tried using the ...

<t>Hi,<br/>
I’m a engineering student and I’m doing a thesis in Dynamic of Structures.<br/>
I would do a 3D Modal Pushover Analisys (MPA) but I have some problems to define the point of forces application.<br/>
I would to apply forces in the centre of mass of each floor of the structure. If this ...