Dear iamvishal1,
You may find all the video tutorials in Seismosoft YouTube channel (https://www.youtube.com/channel/UCGqci0 ... Ez66dTWteQ) and facebook page (https://www.facebook.com/SeismoSoft-223016291227524/).
All the links for SeismoStruct tutorials are also available within the program, from the main menu Help> Video Tutorials.
For Static Pushover analysis
Re: For Static Pushover analysis
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: For Static Pushover analysis
The loads are obviously applied in the nodes, which you specified in the Applied Loads module.
It is for you to specifies the nodes, not for the programs to arbitrarily select them.
Seismosoft Support
It is for you to specifies the nodes, not for the programs to arbitrarily select them.
Seismosoft Support
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: For Static Pushover analysis
This is not reasonable. Is it a very large model?
How many nodes do you have in your model?
Seismosoft Support
How many nodes do you have in your model?
Seismosoft Support
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: For Static Pushover analysis
No, it is not reasonable that a pushover is taking more time to run than a dynamic analysis. Probably, the program is decreasing the incremental load a lot, in an attempt to converge.
Some quick tips:
- Do not try to push much further than the deformation of maximum capacity. There is no need really to get the full descending branch.
- In the iterative strategy page of the Settings, do not use large values for the max. iterations (e.g. more than 50-60 iterations).
- can it be that your convergence criteria are very stringent?
Regards,
Seismosoft Support
Some quick tips:
- Do not try to push much further than the deformation of maximum capacity. There is no need really to get the full descending branch.
- In the iterative strategy page of the Settings, do not use large values for the max. iterations (e.g. more than 50-60 iterations).
- can it be that your convergence criteria are very stringent?
Regards,
Seismosoft Support