Dear STKO Team
Thank you for your kind advise!
I will try to fixing what you mentioned in the reply.
Search found 20 matches
- Mon Jun 08, 2020 3:34 am
- Forum: Property
- Topic: Failed to get compatible element forces & deformations for element
- Replies: 4
- Views: 5072
- Thu Jun 04, 2020 7:17 am
- Forum: Property
- Topic: Failed to get compatible element forces & deformations for element
- Replies: 4
- Views: 5072
Re: Failed to get compatible element forces & deformations for element
Dear STKO Team
Thank you for your help I can finished pushover analysis succefully!
Since then, I 've been doing transient analysis by adding earthquakes, and still the same error occurs.
I changed algorithm to Krylov , test to NormDisp, increased value of minmax material and the value of dt into ...
Thank you for your help I can finished pushover analysis succefully!
Since then, I 've been doing transient analysis by adding earthquakes, and still the same error occurs.
I changed algorithm to Krylov , test to NormDisp, increased value of minmax material and the value of dt into ...
- Tue Jun 02, 2020 1:32 am
- Forum: Condition
- Topic: rigidLink Beam
- Replies: 3
- Views: 3551
Re: rigidLink Beam
Dear STKO Team
Thank you for your kind and detailed reply!
Considering all the suggestions, I'll try modeling again
Thank you very much!
Thank you for your kind and detailed reply!
Considering all the suggestions, I'll try modeling again
Thank you very much!
- Tue May 26, 2020 3:10 am
- Forum: Condition
- Topic: rigidLink Beam
- Replies: 3
- Views: 3551
rigidLink Beam
Dear STKO Team
Sorry for asking too many questions :cry:
I want to make rigiLink beam on modeling.
To connect two nodes with rigid link beam, do I create "node to node link" in the interaction, and then generate rigidLink in the mp of the contraint? Do I need anything else?
After modeling like ...
Sorry for asking too many questions :cry:
I want to make rigiLink beam on modeling.
To connect two nodes with rigid link beam, do I create "node to node link" in the interaction, and then generate rigidLink in the mp of the contraint? Do I need anything else?
After modeling like ...
- Tue May 26, 2020 2:59 am
- Forum: Condition
- Topic: Question about node mass and input ground acceleration data
- Replies: 2
- Views: 3365
Re: Question about node mass and input ground acceleration data
Thank you for your kind answer.
It really helped a lot.
It really helped a lot.
- Tue May 26, 2020 2:57 am
- Forum: Property
- Topic: Failed to get compatible element forces & deformations for element
- Replies: 4
- Views: 5072
Failed to get compatible element forces & deformations for element
Dear STKO Team
Hi
I leave a question because I want to solve the error that appeared in the analysis, and this problem seems to have something to do with property.
1.png
2.png
It was confirmed that the section or material was entered correctly.
I raised iteration to 1000, but the same error ...
Hi
I leave a question because I want to solve the error that appeared in the analysis, and this problem seems to have something to do with property.
1.png
2.png
It was confirmed that the section or material was entered correctly.
I raised iteration to 1000, but the same error ...
- Tue May 12, 2020 5:32 am
- Forum: Property
- Topic: interaction problem with zerolength elements and node
- Replies: 5
- Views: 4526
Re: interaction problem with zerolength elements and node
Dear STKO Team
Hi it's me again!
I have some progress in my STKO modeling by modifying the tcl script which is created after Analysis running.
Now I just need to modeling in stko according to the modified script , but problems are I dont know how to chage ndf of every node and element to 6.
And ...
Hi it's me again!
I have some progress in my STKO modeling by modifying the tcl script which is created after Analysis running.
Now I just need to modeling in stko according to the modified script , but problems are I dont know how to chage ndf of every node and element to 6.
And ...
- Thu Apr 23, 2020 10:20 am
- Forum: Property
- Topic: interaction problem with zerolength elements and node
- Replies: 5
- Views: 4526
Re: interaction problem with zerolength elements and node
Dear STKO
I send a email!
Thank you for your reply
I send a email!
Thank you for your reply
- Tue Apr 21, 2020 7:53 am
- Forum: Property
- Topic: interaction problem with zerolength elements and node
- Replies: 5
- Views: 4526
interaction problem with zerolength elements and node
Dear STKO Team
Hi I have question about interation part.
I was create node to node interation to create zerolength element in abutment part and merged.
After running anlaysis, I found something strage node in "elements.tcl"
There are 31 nodes in "nodes.tcl" but in the follwing picture, element ...
Hi I have question about interation part.
I was create node to node interation to create zerolength element in abutment part and merged.
After running anlaysis, I found something strage node in "elements.tcl"
There are 31 nodes in "nodes.tcl" but in the follwing picture, element ...
- Sat Apr 11, 2020 2:35 am
- Forum: Analysis
- Topic: Pushover static analysis error
- Replies: 14
- Views: 9818
Re: Pushover static analysis error
Dear STKO Team
THANK YOU SO MUCH !!
Ananlysis is successfully resolved and seisimic analysis is also running well!
So sorry to bother you so far and again, thank you for you sincere advise .
Wish you alL the best
THANK YOU SO MUCH !!
Ananlysis is successfully resolved and seisimic analysis is also running well!
So sorry to bother you so far and again, thank you for you sincere advise .
Wish you alL the best