Search found 3 matches
- Tue Nov 29, 2011 10:25 am
- Forum: OpenSees.exe Users
- Topic: load problem
- Replies: 2
- Views: 2189
Re: load problem
Thank you very much Vesna and sorry for the inconvenience ( i should have seen this)
- Mon Nov 28, 2011 11:52 am
- Forum: OpenSees.exe Users
- Topic: load problem
- Replies: 2
- Views: 2189
load problem
wipe # # kN,m # model basic -ndm 2 -ndf 3 # node 1 .15000 0.0 node 2 .30000 0.0 node 3 .45000 0.0 node 4 .60000 0.0 node 5 .75000 0.0 node 6 .90000 0.0 node 7 1.05000 0.0 node 8 1.20000 0.0 node 9 1.35000 0.0 node 10 1.50000 0.0 puts "nodes OK " # fix 1 1 1 0 fix 10 0 0 1 # mass 1 0.03440 ...
- Mon Nov 21, 2011 6:02 am
- Forum: OpenSees.exe Users
- Topic: Concrete01 Material -- Zero Tensile Strength
- Replies: 2
- Views: 2813
Concrete01 Material -- Zero Tensile Strength
Hi,
I used Concrete01 Material -- Zero Tensile Strength and I would like to know whether there is a way to find the equations used in order to make the stress-strain diagram of this material. I want to pass the stress-strain diagram of the material at the excell....
Thanking in advance,
Alex
I used Concrete01 Material -- Zero Tensile Strength and I would like to know whether there is a way to find the equations used in order to make the stress-strain diagram of this material. I want to pass the stress-strain diagram of the material at the excell....
Thanking in advance,
Alex