<t>dear admin:<br/>
i have a problem in eigenvalue analysis. i modeled a three stories in seismostructure software and the same model in sap 2000 software.<br/>
but the period of two model is different about 10% to 15%.could you please give me any help to reduce difference between two models?i ...
Search found 2 matches
- 13 Apr 2009, 12:45
- Forum: 04-Unexpected behaviour/errors
- Topic: difference between two models: in sap and seismost
- Replies: 1
- Views: 2835
- 08 Mar 2009, 00:37
- Forum: 03-Analytical/modelling capabilities
- Topic: failure of steel frame
- Replies: 1
- Views: 2690
failure of steel frame
<t>hi dear<br/>
i want to model a nonlinear behavior of structure .i work whit seismo structure.but i have some problem:<br/>
1- i can't determine the point of failed or displacement that failed occur.i want to know in which displacement in each story of a 2-d steel frame the plastic hing occur.<br ...
i want to model a nonlinear behavior of structure .i work whit seismo structure.but i have some problem:<br/>
1- i can't determine the point of failed or displacement that failed occur.i want to know in which displacement in each story of a 2-d steel frame the plastic hing occur.<br ...