On 09/27/2017 03:11 PM, Sukrit Ghorai wrote:
Is it possible to derive influence line diagram using Deal II and work on live
load analysis due to vehicluar loading on structures?
Sukrit -- I suspect none of us know what "influence line diagrams" are and/or
"live load analysis due to vehicular loading" means. That doesn't mean that
you can't do it in deal.II, but you'd have to explain things in a bit more
detail for us to be able to tell you.
Best
W.
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Wolfgang Bangerth email: [email protected]
www: http://www.math.colostate.edu/~bangerth/
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