Thanks for the help. I did the test to increase the columns of the first level W14X90 the% RS to 60 and the chord rotation in the criterion of failure I changed it from the value I had from 4θy (chord rotation yield) to 6θy and it was completed with a target displacement the 0.35 m
But my question ...
Search found 9 matches
- 15 Sep 2018, 23:49
- Forum: 04-Unexpected behaviour/errors
- Topic: Problems of convergence. Soft stoy or not?
- Replies: 5
- Views: 5649
- 14 Sep 2018, 00:37
- Forum: 04-Unexpected behaviour/errors
- Topic: Problems of convergence. Soft stoy or not?
- Replies: 5
- Views: 5649
Re: Problems of convergence. Soft stoy or not?
I share with you the file: https://drive.google.com/open?id=1lh_-2 ... FdNdAiZi1Y
- 13 Sep 2018, 18:06
- Forum: 04-Unexpected behaviour/errors
- Topic: Problems of convergence. Soft stoy or not?
- Replies: 5
- Views: 5649
Problems of convergence. Soft stoy or not?
I'm modeling a 4-level steel frame building in Seismostruct for a pushover analysis. I am having problems of convergence and I have followed the recommendations that the program gives me, the message that appears to me when stopping the analysis is this: "The structural model can not withstand the ...
- 13 Aug 2018, 03:47
- Forum: 04-Unexpected behaviour/errors
- Topic: Nodal displacement rare behauvior
- Replies: 1
- Views: 1943
Nodal displacement rare behauvior
Hello everyone. I would like your help: I have modeled a building of 4-level steel frames (without bracings). The slab is concrete and I have modeled it as a rigid diaphragm. When analyzing the building with eigenvalues the predominant period (mode 1) gives me equal to 0.88 s (normal value) BUT the ...
- 30 Jun 2018, 03:55
- Forum: 04-Unexpected behaviour/errors
- Topic: Seismostruct found differences between the input.spf and out
- Replies: 4
- Views: 9771
Re: Seismostruct found differences between the input.spf and
Thank you Seismosoft Support
- 23 Jun 2018, 17:16
- Forum: 04-Unexpected behaviour/errors
- Topic: Seismostruct found differences between the input.spf and out
- Replies: 4
- Views: 9771
Re: Seismostruct found differences between the input.spf and
I have to add that it is a 4-story building. Half of story 4 is a roof with sloping roof and the other half is concrete slab. What I did was determine the loads of the sloping roof that support the columns of the fourth level through the software ETABS. All the other dead and live loads I applied to ...
- 23 Jun 2018, 05:31
- Forum: 04-Unexpected behaviour/errors
- Topic: Seismostruct found differences between the input.spf and out
- Replies: 4
- Views: 9771
Seismostruct found differences between the input.spf and out
Hi. I would like you help me please with this error
" Seismostruct found differences between the input.spf and output.srf files and the results cannot be displayed"
I erased all the files except .spf file, but I have the same error....
I only change Gravity/mass properties, before I had this ...
" Seismostruct found differences between the input.spf and output.srf files and the results cannot be displayed"
I erased all the files except .spf file, but I have the same error....
I only change Gravity/mass properties, before I had this ...
- 07 May 2018, 04:30
- Forum: 03-Analytical/modelling capabilities
- Topic: Model semi-rigid connections in a steel frame structure
- Replies: 1
- Views: 2622
Model semi-rigid connections in a steel frame structure
Hi! I would like to know How to model semi-rigid connections in a steel frame structure?
thank you very much for your attention
thank you very much for your attention
- 28 Apr 2018, 18:08
- Forum: 05-Future developments & requests
- Topic: System requirements recommended
- Replies: 1
- Views: 3178
System requirements recommended
Hi. I want to buy a machine to use seismostruct to perform IDA analysis in buildings of up to 4 levels. What would be advisable in terms of processor, video card, RAM and other important features taking into account the time taken by these analyzes? Would it be better to buy a desktop computer or a ...