<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 ...
Search found 13 matches
- 19 Jul 2010, 17:31
- Forum: 04-Unexpected behaviour/errors
- Topic: "Range Check Error"
- Replies: 8
- Views: 5838
- 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 ...
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 ...
- 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
can you please help me with my problem?
Thank you in advance,
Marta
- 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
How can I send you the model?
Thanks,
Marta
- 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 ...
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 ...
- 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 ...
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 ...
- 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 ...
<br/>
Thanks,<br/>
Marta ...
- 24 Mar 2010, 13:32
- 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
Thank you so much!
- 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
Thank you.
Marta
- 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 ...
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 ...