Dear Seismo Team,
I was wondering how long would it take for the new vesion to be released? As i want to use it urgently, i wonder if u have an alternative ways to use the older version.
Thanks you so much.
Search found 4 matches
- 31 May 2009, 19:56
- Forum: 01-Installation of new versions
- Topic: Expired license start-up problem
- Replies: 17
- Views: 13700
- 31 May 2009, 02:49
- Forum: 01-Installation of new versions
- Topic: Expired license start-up problem
- Replies: 17
- Views: 13700
Re: Expired license start-up problem
I facing a same problem.
But i dont have a link for a latest version.
I just install Official release of 19/03/2007. Im looking for latest version. How i need the latest version
Thanks
But i dont have a link for a latest version.
I just install Official release of 19/03/2007. Im looking for latest version. How i need the latest version
Thanks
- 13 Apr 2009, 01:46
- Forum: 04-Unexpected behaviour/errors
- Topic: Dynamic time-history analysis
- Replies: 1
- Views: 2643
Dynamic time-history analysis
Hi,
I try to run a dynamic pushover analysis, but the analysis often comes to a stop and reports "Unable to apply next load step. Analysis terminated".
what exactly the problem with the analysis?
1. loading?
2. earthquake record?
Thanks
I try to run a dynamic pushover analysis, but the analysis often comes to a stop and reports "Unable to apply next load step. Analysis terminated".
what exactly the problem with the analysis?
1. loading?
2. earthquake record?
Thanks
- 12 Dec 2008, 03:19
- Forum: 03-Analytical/modelling capabilities
- Topic: Pushover analysis
- Replies: 2
- Views: 3762
Pushover analysis
<t>Hi,<br/>
<br/>
I run a simple frame using push over analysis, but always got some error like max_prb or sol_prb. The structure is not unstable even i have check details the material n everthing. I have used strong column weak beam concept in this analysis, to make it failed at beam, but the error ...
<br/>
I run a simple frame using push over analysis, but always got some error like max_prb or sol_prb. The structure is not unstable even i have check details the material n everthing. I have used strong column weak beam concept in this analysis, to make it failed at beam, but the error ...