Seismosoft | Earthquake Engineering Solutions

I have utilised SeismoBuild to carry out academic/research work. How should I now make reference to this use, in technical publications or reports?

<t>Hi, <br/>
<br/>
It seems that in order for users to be able to run SeismoStruct in a server-network environment (e.g. running Windows 2008 R2 Standard), it is necessary for all users to have administrator rights, which is obviously something far from ideal or desirable. <br/>
<br/>
Is there a way ...

I have employed SeismoArtif and wonder now how should I be making reference to this use, in technical publications or reports?

Can SeismoArtif be employed in commercial applications?

It worked! Thanks!

Hi, I am running Windows on a virtual machine in my Mac, through VMware. Unfortunately, after installation, SeismoStruct does not run in this virtual system of mine. Any advice? Many thanks.

<t>Hi, <br/>
<br/>
I did things as you suggest, but noticed that when using 'mass elements' I get wrong values of beam moments (they are constant), whilst with the use of 'material volumetric weight' and/or 'section added mass', the values are correct. <br/>
<br/>
Am I doing something wrong?<br ...

<t>Hello, <br/>
<br/>
Our company is looking at purchasing a software license and it is important to know whether the latter:<br/>
- is tied to a specific computer or physical dongle<br/>
- is restricted to a single user or available to several users<br/>
- is restricted to single use or available ...

Hi,
We tried SeismoMatch in one of our projects, and noticed that it is rarely converging.
When we change the defaults especially max period, the chance of converging is very low.
Also tolerance 0.3 is very big value.
Do you have any comments on these?

I have utilised SeismoSpect to carry out academic/research work. How should I now make reference to this use, in technical publications or reports?