Dear Saeed
I think you are using a ground motion to do time history analysis, which dose not lead to take your model in nonlinear area.
Search found 4 matches
- Tue Apr 12, 2016 12:49 pm
- Forum: OpenSees.exe Users
- Topic: Rocking Mechanism for an A-Frame
- Replies: 6
- Views: 7199
- Tue Apr 12, 2016 11:46 am
- Forum: OpenSees.exe Users
- Topic: Rocking Mechanism for an A-Frame
- Replies: 6
- Views: 7199
Re: Rocking Mechanism for an A-Frame
Dear fmk
I have the same problem please help as soon as you have time for that
I have the same problem please help as soon as you have time for that
- Tue Apr 12, 2016 11:24 am
- Forum: OpenSees.exe Users
- Topic: Zerolength and Twonodelink
- Replies: 2
- Views: 3266
Re: Zerolength and Twonodelink
Dear Saeed
I have the same problem
Could you please tell me how you solve it?
I have the same problem
Could you please tell me how you solve it?
- Tue Apr 12, 2016 7:05 am
- Forum: Framework
- Topic: Non-Conventional TMD, large mass ratio using some roof's Mas
- Replies: 0
- Views: 2770
Non-Conventional TMD, large mass ratio using some roof's Mas
Dear fmckenna I am going to model a 3D 8 steel story with a tuned mass damper, which is used for example, seventh and eighth isolated roof's mass to provide a higher mass ratio in addition to its initial mass. Also, to isolate the roofs, it supposed that the KikuchiAikenHDR material. As the first at...