Search found 35 matches

by yinxia3690
Sun Dec 26, 2010 7:12 pm
Forum: OpenSees.exe Users
Topic: earthquake wave input
Replies: 2
Views: 2496

earthquake wave input

Dear everyone,
I am analyzing the bridge response under earthquake.I need to input earthquake waves at different times into different piers.Every piers receive the same earthquake wave at different time.How could I realize it?
Thanks a lot!
by yinxia3690
Mon Nov 08, 2010 7:18 pm
Forum: OpenSees.exe Users
Topic: zeroLengthContactD element
Replies: 1
Views: 1747

zeroLengthContactD element

Dear everyone, I am sorry to disturb you again,but I need help. I added the zeroLengthContactD element between two BeamColumn elements successfuly .However ,I modulate the analysis for all the situations,it does not work.(matrix is singular) I know the zeroLengthContactD element can be used in the b...
by yinxia3690
Wed Nov 03, 2010 6:17 pm
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 6
Views: 4527

I knew how to consider the mass in the Brick element.
I am so sorry to disturb you,but my mannual is out of time!
by yinxia3690
Wed Nov 03, 2010 4:13 am
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 6
Views: 4527

OK, I decide build the bridge using brick element,so I think this problem could be solved.
But I have another question:how could I consider the mass in the brick element?
Thank you!
by yinxia3690
Tue Nov 02, 2010 11:36 pm
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 6
Views: 4527

Then how could I do?
My bridge is composed of beam column element,and I must consider the contact.So any suggestions?
Thank you!
by yinxia3690
Fri Oct 29, 2010 6:37 pm
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 6
Views: 4527

wipe; model BasicBuilder -ndm 3 -ndf 6; # #3----------4 7----------8 # 2| 6| # | | # | | # |1 |5 node 1 -20 0 0; node 2 -20 60 0; node 3 -40 60 0; node 4 0 60 0; node 5 20 0 0; node 6 20 60 0; node 7 0 60 0; node 8 40 60 0; #zeroLenghtContact3Ddummy node node 9 0 60 0; node 10 0 60 0; fix 1 1 1 1 1 ...
by yinxia3690
Fri Oct 29, 2010 4:05 am
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 6
Views: 4527

about zerolengthcontact3D

Dear everyone, I need the zerolengthcontact3D in my bridge model which is 6DOF.I release DOF like this "equalDOF 55 81 1 2 3",but I always got the warning "WARNING ZeroLengthContact3D::setDomain cannot handle 6dofs at nodes in 6 d problem". Why?I don't know what's the matter. Are...
by yinxia3690
Thu Oct 28, 2010 1:18 am
Forum: OpenSees.exe Users
Topic: about elastomeric bearing
Replies: 3
Views: 2923

Dear vesna, Thank you for your reply.But I have some basic questions for the command.These are about local coordinates and global coordinates.If the local x-axis coincides with the global z-axis in the non-zero length element, could I think the "$x1 $x2 $x3" is "0 0 1"?I did like...
by yinxia3690
Mon Oct 18, 2010 4:42 am
Forum: OpenSees.exe Users
Topic: about elastomeric bearing
Replies: 3
Views: 2923

about elastomeric bearing

dear everyone,
Is the Isolator2spring Section 2D?
How could I simulate the 3D bearing in a bridge?
Thank you!
by yinxia3690
Sun Sep 26, 2010 12:44 am
Forum: OpenSees.exe Users
Topic: about zerolengthcontact3D
Replies: 0
Views: 1458

about zerolengthcontact3D

Hi everyone,
I want to build a bridge with zeroLengthContact3D element,but my model must have initional gap between two contact body.
My question is
How could I consider the initional gap in the zeroLengthContact3D element?
Thank you very much!
by yinxia3690
Fri Sep 24, 2010 11:03 pm
Forum: OpenSees.exe Users
Topic: the direction of the period
Replies: 1
Views: 1928

the direction of the period

Hi, everyone,
I got the period of a bridge, but I donot know the direction.
Is there another method besides outputting the eigenvalue of all nodes?
Thank you!
by yinxia3690
Sat Sep 04, 2010 6:45 pm
Forum: OpenSees.exe Users
Topic: eigenvalues
Replies: 7
Views: 6291

This is my model: wipe; model basic -ndm 3 -ndf 6; logFile errorFile node 1 0 0 0 node 2 0 0 100 mass 2 2.0e4 2.0e4 2.0e4 2.0e4 2.0e4 2.0e4; fix 1 1 1 1 1 1 1 set GJ 1.0e20; uniaxialMaterial Elastic 100 $GJ; uniaxialMaterial Concrete04 1 -2.68e+7 -0.002 -0.004 3.25e10 2.39e+6 0.0001 0.1 uniaxialMate...
by yinxia3690
Fri Sep 03, 2010 7:15 pm
Forum: OpenSees.exe Users
Topic: eigenvalues
Replies: 7
Views: 6291

Dear everyone, I have another new question again.I run my input files with the method,but I just got the Periods. When I run # record eigenvectors #------------------------- for {set k 1 } {$k<=$numModes } { incr k } { recorder Node -file data/[format "mode%i.out" $k] -nodeRange 11 30 -dof...
by yinxia3690
Tue Aug 31, 2010 5:02 am
Forum: OpenSees.exe Users
Topic: fiber section ERROR
Replies: 7
Views: 6133

It works OK now!I input the wrong sign of the coordinate. :oops:
by yinxia3690
Sat Aug 28, 2010 12:03 am
Forum: OpenSees.exe Users
Topic: fiber section ERROR
Replies: 7
Views: 6133

Dear everyone, I tested my fiber section,it still had error.This is my file: wipe; model basic -ndm 3 -ndf 6; logFile errorFile node 1 0 0 0 node 2 0 0 100 fix 1 1 1 1 1 1 1 set GJ 1.0e20; uniaxialMaterial Elastic 100 $GJ; uniaxialMaterial Concrete04 1 -2.68e+7 -0.002 -0.004 3.25e10 2.39e+6 0.0001 0...