Dear Seismosoft memebers
which version of seismo struct will have Parallel Processing ability? when that version will develop?
Thanks
Search found 7 matches
- 29 Jul 2015, 15:49
- Forum: 05-Future developments & requests
- Topic: Parallel Processing
- Replies: 1
- Views: 4546
- 27 Jul 2015, 15:13
- Forum: 03-Analytical/modelling capabilities
- Topic: parallel processing
- Replies: 13
- Views: 13330
Re: parallel processing
Dear Zoi Gronti
I want to perform IDA analysis, in time of analysis do seismo struct use multiple core of cpu for faster analysis?
Thanks
I want to perform IDA analysis, in time of analysis do seismo struct use multiple core of cpu for faster analysis?
Thanks
- 25 Jul 2015, 16:38
- Forum: 03-Analytical/modelling capabilities
- Topic: parallel processing
- Replies: 13
- Views: 13330
parallel processing
Dear Seismosoft members,
how can i use parallel processing in seismo struct?
Thanks
how can i use parallel processing in seismo struct?
Thanks
- 20 May 2015, 14:59
- Forum: 02-Getting started with the modelling
- Topic: Wrong number of structural element nodes
- Replies: 2
- Views: 4085
Re: Wrong number of structural element nodes
Dear z.gronti,
Thank you for your help the problem is resolved, the name of element was written in capital letters in element classes section but the name of element was written in small letters in element connectivity section and I modeled my structure
Thank you for your help the problem is resolved, the name of element was written in capital letters in element classes section but the name of element was written in small letters in element connectivity section and I modeled my structure
- 18 May 2015, 15:28
- Forum: 02-Getting started with the modelling
- Topic: Wrong number of structural element nodes
- Replies: 2
- Views: 4085
Wrong number of structural element nodes
Dear seismosoft support,
I have 12 story three bay steel frame with chevron bracing and I want perform eigen value analysis when I run my analysis I got error below:
Wrong number of structural element nodes in procedure GetNodesSequence
What is the meaning of error?
Thanks
I have 12 story three bay steel frame with chevron bracing and I want perform eigen value analysis when I run my analysis I got error below:
Wrong number of structural element nodes in procedure GetNodesSequence
What is the meaning of error?
Thanks
- 07 May 2015, 21:48
- Forum: 02-Getting started with the modelling
- Topic: modeling of Steel Chevron Bracing in IDA analysis
- Replies: 3
- Views: 5544
Re: modeling of Steel Chevron Bracing in IDA analysis
Dear Zoi Gronti
What kind of non-linear materials are available in Seismostruct to be able to simulate the behavior of bracing in nonlinear time history analysis Except low cycle fatigue ?
Thank you very much
What kind of non-linear materials are available in Seismostruct to be able to simulate the behavior of bracing in nonlinear time history analysis Except low cycle fatigue ?
Thank you very much
- 07 May 2015, 14:30
- Forum: 02-Getting started with the modelling
- Topic: modeling of Steel Chevron Bracing in IDA analysis
- Replies: 3
- Views: 5544
modeling of Steel Chevron Bracing in IDA analysis
Dear seismosoft support,
I have four story three bay steel frame with chevron bracing and I Want perform IDA analysis, in your opinion which material can Simulate low cycle fatigue in braces?
Thank You Very Much
I have four story three bay steel frame with chevron bracing and I Want perform IDA analysis, in your opinion which material can Simulate low cycle fatigue in braces?
Thank You Very Much
