Search found 13 matches

by Marta Mateus
19 Jul 2010, 17:31
Forum: 04-Unexpected behaviour/errors
Topic: "Range Check Error"
Replies: 8
Views: 5838

Re: "Range Check Error"

<r>Dear seismsoft,<br/>
I'm sorry the time I've taken you. I really appreciate all your help.<br/>
<br/>
I was now defining de masses to assign at the floor levels - as it was one of the possible reasons.<br/>
I've already corrected points number 1,2,3 and 6 of your error list.<br/>
<br/>
In point ...
by Marta Mateus
16 Jul 2010, 14:47
Forum: 04-Unexpected behaviour/errors
Topic: "Range Check Error"
Replies: 8
Views: 5838

Re: "Range Check Error"

<t>Dear Seismostruct<br/>
thank you so much for your attention to my problem.<br/>
I'll try to debug myself following your recomendations and searching all the previous posts about non-convergence problems as you advised me.<br/>
If meanwhile you have anymore recomendations or if you find anything ...
by Marta Mateus
14 Jul 2010, 11:18
Forum: 02-Getting started with the modelling
Topic: U-shaped wall section
Replies: 3
Views: 2617

Re: U-shaped wall section

Dear seismosoft,
can you please help me with my problem?
Thank you in advance,
Marta
by Marta Mateus
14 Jul 2010, 00:03
Forum: 04-Unexpected behaviour/errors
Topic: "Range Check Error"
Replies: 8
Views: 5838

Re: "Range Check Error"

Dear Seismosoft,
How can I send you the model?
Thanks,
Marta
by Marta Mateus
13 Jul 2010, 16:53
Forum: 04-Unexpected behaviour/errors
Topic: "Range Check Error"
Replies: 8
Views: 5838

"Range Check Error"

<t>Dear Seismosoft:<br/>
My model has the folowing characteristics and when I run the model for an Eigenvalue Analysis an error occurs with the message "Range Check Error"!!<br/>
<br/>
No. of Materials: 159<br/>
No. of Sections: 219<br/>
No. of Element Classes: 220<br/>
No. of Nodes: 4346<br/>
No ...
by Marta Mateus
05 Jul 2010, 16:45
Forum: 02-Getting started with the modelling
Topic: U-shaped wall section
Replies: 3
Views: 2617

U-shaped wall section

<t>Dear seismosoft,<br/>
I would like to know what are the axis coordinates atributed automatically by seismostruct when I'm connecting U-shaped wall sections. I've defined P1(0,0,0) and P2(0,0,3) and I can't understand the translaction of the section in the xy plan. I calculated the mass center and ...
by Marta Mateus
24 Mar 2010, 13:44
Forum: 05-Future developments & requests
Topic: Reinforced assymmetric general shape section
Replies: 4
Views: 3766

Re: Reinforced assymmetric general shape section

<t>I can not simply define explicitely the location of the rebars because the program doesn't give me that chance... I only can select "Edit Reinforcement Pattern" but then the following message apears: "reinforced patterns are not supported for the agss section type".<br/>
<br/>
Thanks,<br/>
Marta ...
by Marta Mateus
15 Mar 2010, 18:39
Forum: 05-Future developments & requests
Topic: Reinforced assymmetric general shape section
Replies: 4
Views: 3766

Re: Reinforced assymmetric general shape section

Can anybody help me in this matter?
Thank you.
Marta
by Marta Mateus
15 Mar 2010, 18:23
Forum: 02-Getting started with the modelling
Topic: Springs for soil-structure interaction simulation
Replies: 4
Views: 3765

Re: Springs for soil-structure interaction simulation

<t>Dear seismosoft,<br/>
Thank you for your answer.<br/>
That was exactly my way of thinking, but for any reason I wasn't able to define the element conectivity of the spring. The nodes are correctly defined, I think:<br/>
1 (structural node)<br/>
1 (structural node)<br/>
12 (non-structural node ...

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