Thank you very much for your reply!
But I do not know how to get in touch with the developer, can you please further answer?
Search found 4 matches
- Wed Jan 10, 2024 9:20 pm
- Forum: OpenSees.exe Users
- Topic: Mainshock-aftershock sequences
- Replies: 6
- Views: 5338
- Tue Jan 09, 2024 7:55 pm
- Forum: OpenSees.exe Users
- Topic: Mainshock-aftershock sequences
- Replies: 6
- Views: 5338
Re: Mainshock-aftershock sequences
Using a multi-dimensional concrete model, it seems that only the ' nDmaterial PlaneStressUserMaterial ' created by the developer can be used.
- Mon Jan 08, 2024 5:50 am
- Forum: OpenSees.exe Users
- Topic: Mainshock-aftershock sequences
- Replies: 6
- Views: 5338
Re: Mainshock-aftershock sequences
I model the steel frame-shear wall structure. The steel frame adopts steel02, dispBeamColumn element. The shear wall is simulated by the layered shell element developed by Lu.
- Mon Jan 08, 2024 5:22 am
- Forum: OpenSees.exe Users
- Topic: Mainshock-aftershock sequences
- Replies: 6
- Views: 5338
Mainshock-aftershock sequences
Hello everyone!
I have been working on the mainshock-aftershock sequence recently. Due to the large model, IDA analysis is time-consuming. I consider using the 'database' command to save the model after completing the mainshock analysis. However, there are some problems in restoring the model before aftershock analysis.
When I restore the model, there is no hint or other display, but it directly stops running.
What is the reason for this?
Thank you.
I have been working on the mainshock-aftershock sequence recently. Due to the large model, IDA analysis is time-consuming. I consider using the 'database' command to save the model after completing the mainshock analysis. However, there are some problems in restoring the model before aftershock analysis.
When I restore the model, there is no hint or other display, but it directly stops running.
What is the reason for this?
Thank you.