Search found 8 matches

by eerduran
Tue Apr 07, 2009 9:09 pm
Forum: OpenSees.exe Users
Topic: rayleigh damping recorder
Replies: 9
Views: 12983

rayleigh damping recorder

Hi there, I am trying to record the damping forces in a time history analysis. Going over the source code, I realized that we can record the rayleigh forces using a node recorder using either "rayleighForces" or "rayleighDampingForces" commands. To test the recorder I tried it on...
by eerduran
Wed Jul 09, 2008 1:09 pm
Forum: OpenSees.exe Users
Topic: tcl/tk installation
Replies: 1
Views: 2751

tcl/tk installation

Hi there, I have recently re-installed Windows XP and now I am trying to install the latest version of tcl/tk (8.4.6). After I download the exe file (already repeated this part), I run it and it asks for the target directory and such. when I click next, it does not do anything except creating empty ...
by eerduran
Wed Jan 03, 2007 10:46 am
Forum: OpenSees.exe Users
Topic: q-z simple material
Replies: 2
Views: 3370

Tx Silvia,

The link works now...
by eerduran
Wed Jan 03, 2007 6:21 am
Forum: OpenSees.exe Users
Topic: q-z simple material
Replies: 2
Views: 3370

q-z simple material

Hi there, There is only limited data on q-z simple material in the manual together with a link to a pdf file which is claimed to be the full documentation. However the link does not work and I can not reach the file. Could you please help me get the QzSimple1_Documentation.pdf file. Thanks in advanc...
by eerduran
Tue Mar 14, 2006 3:44 pm
Forum: OpenSees.exe Users
Topic: BeamwithHinges Element with fiber section
Replies: 2
Views: 3518

Thanks Silvia,

I found the problem. In version 1.6 the definition of hinge length (HL) had been modified. HL was used to be defined as the ratio to the total length. I had not noticed it that is why the hinge lengths were too small.
by eerduran
Tue Mar 07, 2006 2:31 pm
Forum: OpenSees.exe Users
Topic: BeamwithHinges Element with fiber section
Replies: 2
Views: 3518

BeamwithHinges Element with fiber section

Hi there, I tried to carry out a pushover analysis for a 3 story RC frame using beamwithHinges3 element. I defined fiber sections for the inelastic regions with a hingelength of 0.15L. I had used this configuration in the past for dynamic analysis successfully. However, the pushover analysis never c...
by eerduran
Sun Jan 01, 2006 12:31 pm
Forum: OpenSees.exe Users
Topic: Damage due to Ductility or energy
Replies: 3
Views: 4610

Hi,

I also need some references for these two damage indices. Does anyone know if these indices are unit independent or not? From the manual they seem to be unitless however I could not be sure.

Thanks
by eerduran
Fri Dec 02, 2005 1:17 pm
Forum: OpenSees.exe Users
Topic: Rigid Diaphragm
Replies: 1
Views: 4238

Rigid Diaphragm

I am encountering a problem in defining rigid diaphragms for a 3D model. The problem is the program gives a warning for each slave node, i, indicating that "constraint matrix not identity, ignoring the constraint for node i". Can anyone tell me what is wrong my file Thanks a lot... [/quote...