If I use different integration points for beam or column element(both use three or both use five), the results are obviously different when the steel bar has yield.
So, how many integration points will be appropriate?
Search found 10 matches
- Tue May 10, 2005 4:46 am
- Forum: OpenSees.exe Users
- Topic: number of integration points of beam
- Replies: 7
- Views: 10459
- Sat May 07, 2005 3:50 am
- Forum: OpenSees.exe Users
- Topic: how to creat TCL/TK file, where to edit them and creat them?
- Replies: 2
- Views: 4100
- Fri May 06, 2005 7:10 pm
- Forum: OpenSees.exe Users
- Topic: number of integration points of beam
- Replies: 7
- Views: 10459
number of integration points of beam
If a beam element has three different sections (the middle span section is different from the end sections of the beam), how many integration points will be appropriate for the beam?
If three integration points is enough for the beam and column element?
thanks
If three integration points is enough for the beam and column element?
thanks
- Tue Apr 26, 2005 6:28 am
- Forum: OpenSees.exe Users
- Topic: envelope record command doesn't work in opensees 1.6.2
- Replies: 11
- Views: 11825
- Sat Apr 23, 2005 5:06 pm
- Forum: OpenSees.exe Users
- Topic: envelope record command doesn't work in opensees 1.6.2
- Replies: 11
- Views: 11825
this is a part of my record file. #column section recorder for {set i 1} {$i <= 72} {incr i} { file mkdir $dir/section/ele$i foreach nP [list 1 $colnP] { recorder EnvelopeElement -file $dir/section/ele$i/sec${nP}Force+Defor.out -time -ele $i section $nP forceAndDeformation } } #beam section recorder...
- Sat Apr 23, 2005 6:15 am
- Forum: OpenSees.exe Users
- Topic: envelope record command doesn't work in opensees 1.6.2
- Replies: 11
- Views: 11825
- Sat Apr 23, 2005 6:00 am
- Forum: OpenSees.exe Users
- Topic: envelope record command doesn't work in opensees 1.6.2
- Replies: 11
- Views: 11825
- Sat Apr 23, 2005 12:32 am
- Forum: OpenSees.exe Users
- Topic: envelope record command doesn't work in opensees 1.6.2
- Replies: 11
- Views: 11825
envelope record command doesn't work in opensees 1.6.2
When I use the EnvelopeElement command in the opensees1.6.2, the output file is empty.
But when I change to use the opensees1.6.0, it did work.
If there are some problem with the command, or the syntax has been changed?
Thanks
But when I change to use the opensees1.6.0, it did work.
If there are some problem with the command, or the syntax has been changed?
Thanks
- Wed Mar 16, 2005 1:18 am
- Forum: OpenSees.exe Users
- Topic: rotational inertia of the mass
- Replies: 1
- Views: 4172
rotational inertia of the mass
In my model, masses are concentrated at the nodes where columns and beams meet according to the tributary mass per node. I use rigid diaphragm constraint to each floor and each floor has three freedoms: UX, UY and RZ. So I define mass as follow: mass $node $m $m 0 0 0 0 Can opensees calculate the ro...
- Fri Oct 22, 2004 5:54 am
- Forum: OpenSees.exe Users
- Topic: 3d dynamic analysis of Rc framework
- Replies: 0
- Views: 3485
3d dynamic analysis of Rc framework
Hi, I have started using OpenSees very recently and find some difficulties when I do a 3d dynamic analysis of reinforced concrete framework. These are important to me. Can anyone help me. 1. What is the differences between MultipleSupport and UniformExcitation? Both of them can be used to do a time-...