Hi
Dear all
Please help me. how can I model FRP sheets on the web in OpenSees??
Search found 6 matches
- Tue Mar 01, 2016 11:15 am
- Forum: OpenSees.exe Users
- Topic: How to model FRP material in OpenSees?
- Replies: 7
- Views: 7577
- Sat Feb 20, 2016 1:05 pm
- Forum: OpenSees.exe Users
- Topic: Rocking Mechanism for an A-Frame
- Replies: 6
- Views: 6721
Re: Rocking Mechanism for an A-Frame
Dear fmk
When I run the model without TMD I get the results which are as same as the results when I run it without TMD. Do you think I modeled TMD correctly in my transcripts (the second post)?
Kind regards
Saeed
When I run the model without TMD I get the results which are as same as the results when I run it without TMD. Do you think I modeled TMD correctly in my transcripts (the second post)?
Kind regards
Saeed
- Sat Feb 20, 2016 12:46 pm
- Forum: OpenSees.exe Users
- Topic: How to model FRP material in OpenSees?
- Replies: 7
- Views: 7577
Re: How to model FRP material in OpenSees?
Dear all
I would highly appreciate it if you can tell me how to model FRP sheets on the web in OpenSees.
I really need your help. I am looking forward to hearing from you.
Kind regards
Saeed
I would highly appreciate it if you can tell me how to model FRP sheets on the web in OpenSees.
I really need your help. I am looking forward to hearing from you.
Kind regards
Saeed
- Thu Jan 07, 2016 8:38 am
- Forum: OpenSees.exe Users
- Topic: Zerolength and Twonodelink
- Replies: 2
- Views: 3184
Re: Zerolength and Twonodelink
Hi
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????
- Thu Jan 07, 2016 7:44 am
- Forum: Useful Scripts.
- Topic: We are collecting OPENSEES User-Requirements Data
- Replies: 27
- Views: 62081
Re: We are collecting OPENSEES User-Requirements Data
Hi
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????
- Thu Jan 07, 2016 7:40 am
- Forum: OpenSees.exe Users
- Topic: Rocking Mechanism for an A-Frame
- Replies: 6
- Views: 6721
Re: Rocking Mechanism for an A-Frame
Hi
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????
I have modeled a TMD in a 5 story 3D RC structure and I have carried out a Time history analysis of it. But the displacements are the same when there is no TMD. I will write down it's part of my scripts. Please helllllp me. thanks
# 5thstory
node 61 0. 17.5 0.
node 62 4. 17.5 0.
node 63 8. 17.5 0.
node 64 12. 17.5 0.
node 65 0. 17.5 5.
node 66 4. 17.5 5.
node 67 8. 17.5 5.
node 68 12. 17.5 5.
node 69 0. 17.5 10.
node 70 4. 17.5 10.
node 71 8. 17.5 10.
node 72 12. 17.5 10.
# Master nodes for TMD
node 82 4. 17.5 5.
node 83 4. 17.5 5.
equalDOF 66 82 1 2 4 5 6
equalDOF 66 83 2 3 4 5 6
uniaxialMaterial Elastic 4 173672604.0
element zeroLength 405 66 82 -mat 4 -dir 3 3
element zeroLength 406 66 83 -mat 4 -dir 1 1
*******
What is wrong with that????