Search found 10 matches

by chjjj
Tue May 10, 2005 4:46 am
Forum: OpenSees.exe Users
Topic: number of integration points of beam
Replies: 7
Views: 10385

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?
:? :?
by chjjj
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: 4062

you can use the tcleditor to do this.
by chjjj
Fri May 06, 2005 7:10 pm
Forum: OpenSees.exe Users
Topic: number of integration points of beam
Replies: 7
Views: 10385

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
by chjjj
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: 11729

Take the Example5.1 for example: (OpenSees Examples Manual)
I add a recorder to the source file, like:
recorder EnvelopeNode -file Envelopenode51.out -time -node 9 14 19 -dof 1 2 disp

The file(Envelopenode51.out ) is empty.
by chjjj
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: 11729

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...
by chjjj
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: 11729

I have try it, but the problem are still the same.
:cry:
by chjjj
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: 11729

my command is:
recorder EnvelopeElement -file $dir/section/ele$i/sec${nP}Force+Defor.out -time -ele $i section $nP forceAndDeformation

thanks
by chjjj
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: 11729

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
by chjjj
Wed Mar 16, 2005 1:18 am
Forum: OpenSees.exe Users
Topic: rotational inertia of the mass
Replies: 1
Views: 4146

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...
by chjjj
Fri Oct 22, 2004 5:54 am
Forum: OpenSees.exe Users
Topic: 3d dynamic analysis of Rc framework
Replies: 0
Views: 3462

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-...