<t>quote:Originally posted by seismosoft<br/>
<br/>
Tension and compression response of truss elements is identical. If you wish to model buckling, you should introduce introduce initial imperfections together with a relatively refined meshing (e.g. 4 elements) of the member. <br/>
<br/>
Seismosoft ...
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- by davoud.nezamolmolki@gmail
- 21 Apr 2013, 17:44
- Forum: 02-Getting started with the modelling
- Topic: behaviour of truss elements
- Replies: 5
- Views: 4758
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