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: 789
- Thu Jun 04, 2020 7:17 am
- Forum: Property
- Topic: Failed to get compatible element forces & deformations for element
- Replies: 4
- Views: 789
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 sm...
- Tue Jun 02, 2020 1:32 am
- Forum: Condition
- Topic: rigidLink Beam
- Replies: 3
- Views: 703
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: 703
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 this,...
- Tue May 26, 2020 2:59 am
- Forum: Condition
- Topic: Question about node mass and input ground acceleration data
- Replies: 2
- Views: 793
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: 789
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 occurs. ...
- Tue May 12, 2020 5:32 am
- Forum: Property
- Topic: interaction problem with zerolength elements and node
- Replies: 5
- Views: 1206
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 ther...
- Thu Apr 23, 2020 10:20 am
- Forum: Property
- Topic: interaction problem with zerolength elements and node
- Replies: 5
- Views: 1206
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: 1206
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(zerol...
- Sat Apr 11, 2020 2:35 am
- Forum: Analysis
- Topic: Pushover static analysis error
- Replies: 14
- Views: 2162
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
