Search found 21 matches

by lee7
05 Dec 2011, 19:52
Forum: 01-Installation of new versions
Topic: new version doesn't open existing outputs
Replies: 21
Views: 41213

Re: new version doesn't open existing outputs

Hi,

thanks for your reply. I already email them, hope to hear from them very soon.

regards
Lee :)
by lee7
05 Dec 2011, 17:21
Forum: 01-Installation of new versions
Topic: new version doesn't open existing outputs
Replies: 21
Views: 41213

Re: new version doesn't open existing outputs

<t>Hi,<br/>
<br/>
I have a same problem with other user. I need to check my old dynamic analysis results based on old version. There is possible for me to install a old version. There is impossible for me to run once again all the analysis because it take me more then 4 month before to complete the ...
by lee7
10 Feb 2011, 13:49
Forum: 03-Analytical/modelling capabilities
Topic: how to check the force at every floor
Replies: 5
Views: 3795

Re: how to check the force at every floor

Hi again..

Thanks for your reply. I think i know what the problem and it my mistake. Thanks for your help.

Regards
by lee7
09 Feb 2011, 12:22
Forum: 03-Analytical/modelling capabilities
Topic: how to check the force at every floor
Replies: 5
Views: 3795

Re: how to check the force at every floor

<t>Hi,<br/>
<br/>
Thanks for both of you for your help. I know the total base shear for this particular structure, but i need to know how much the force applied at every floor (force at 1st floor and force at 2nd floor with a total will give me total base shear).<br/>
<br/>
I already tried what are ...
by lee7
08 Feb 2011, 14:45
Forum: 03-Analytical/modelling capabilities
Topic: how to check the force at every floor
Replies: 5
Views: 3795

how to check the force at every floor

<t>Hi,<br/>
<br/>
If anyone knows about this. Im running time history analysis for a simple 2D steel strcuture (2-storey).<br/>
<br/>
For the results i just want to know how to check the force that applied to the structure at node 112 and 113 (example for 2-storey). In post-processor it just give me ...
by lee7
15 Mar 2010, 11:59
Forum: 02-Analytical capabilities
Topic: artificial accelerograms
Replies: 1
Views: 3043

artificial accelerograms

Hi,

I would like to ask, either Seismosignal can create an artifical accelerograms based on real eccelerograms?

by lee7
14 Jan 2010, 23:13
Forum: 03-Analytical/modelling capabilities
Topic: Tie element
Replies: 1
Views: 1722

Tie element

<t>Hi,<br/>
<br/>
I would like design a braced frame. I looking for a tie element because tie element is a two-noded element with axial stiffness only. A tie will have zero stiffness under compressive forces. Which element in seismostruc can allow me to have a zero stiffness under compressixe forces ...
by lee7
07 Jan 2010, 13:36
Forum: 04-Unexpected behaviour/errors
Topic: Performance Criteria
Replies: 2
Views: 3227

Performance Criteria

I just install a new version of this software..

The a new setting update in Performace Criteria where u can set a colour for it.

I set it for failure and yield criteria with a different colour, but its not working after or during the analysis.

Thanks..
by lee7
01 Nov 2009, 14:00
Forum: 03-Analytical/modelling capabilities
Topic: Dynamic time-history analysis (discussion)
Replies: 0
Views: 2671

Dynamic time-history analysis (discussion)

<r>Hi all,<br/>
<br/>
Im looking for someone in this forum that familiar with dynamic time history analys using seismostruc. I would like to discuss something about this analysis. If someone like to discuss can email me at <EMAIL email="lie_civ7@yahoo.co.uk">lie_civ7@yahoo.co.uk</EMAIL><br/>
<br ...
by lee7
01 Nov 2009, 13:36
Forum: 04-Unexpected behaviour/errors
Topic: error msg
Replies: 2
Views: 3061

Re: error msg

Hi,

I already solved this problem. The error because my hard drive already full and the software cant save the data properly. After i delete a few file, then its working properly now.

Cheers

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