Search found 2 matches
- 10 Nov 2012, 16:00
- Forum: 02-Getting started with the modelling
- Topic: Problems with infill panel
- Replies: 2
- Views: 2617
Re: Problems with infill panel
Thank you so much for the response!
- 02 Nov 2012, 14:09
- Forum: 02-Getting started with the modelling
- Topic: Problems with infill panel
- Replies: 2
- Views: 2617
Problems with infill panel
<t>Hi, <br/>
I have implemented a infill frame model in Seismostruct v5.2. I did a static time history with displacement imposed, and the results was very weird. In the Strut response the maximum compressione force is 36 kN, then I suppose that the stress is F/A with A=strut Area A1 (0.101 m2), that ...
I have implemented a infill frame model in Seismostruct v5.2. I did a static time history with displacement imposed, and the results was very weird. In the Strut response the maximum compressione force is 36 kN, then I suppose that the stress is F/A with A=strut Area A1 (0.101 m2), that ...