Search found 6 matches

by seu-ljc
Mon May 05, 2014 7:34 pm
Forum: OpenSees.exe Users
Topic: analysis large displacement problems
Replies: 1
Views: 2053

Re: analysis large displacement problems

suggest u read some fem book on large strain , large deformation in collapse scenarios is beyond traditional p-delta effect.
by seu-ljc
Mon May 05, 2014 7:19 pm
Forum: OpenSees.exe Users
Topic: Earthquake motion in two directions
Replies: 1
Views: 2198

Re: Earthquake motion in two directions

set IDloadTag {1,2}; set iGMfile {"GMX1.txt","GMX2.txt"}; set iGMdirection {1,2}; set iGMfact {10,10}; set dt 0.02; foreach GMdirection $iGMdirection GMfile $iGMfile GMfact $iGMfact { set GMfatt [expr 1*$iGMfact]; set AccelSeries "Series -dt $dt -filePath $iGMfile -factor $G...
by seu-ljc
Wed Oct 02, 2013 6:19 pm
Forum: OpenSees.exe Users
Topic: steel01 or steel02
Replies: 4
Views: 4391

Re: steel01 or steel02

maybe you can just try both~ however, parameters are more important for these two materials~
by seu-ljc
Wed Oct 02, 2013 6:09 pm
Forum: OpenSees.exe Users
Topic: why is the natural period of my model so large?
Replies: 4
Views: 4534

Re: why is the natural period of my model so large?

:shock: thank you for your uesful tips, Frank~ I'll follow your proposed procedure step by step~ ________________________________________________________________________ fmk wrote: > the constraints you added, for example equalDOF 16 23 1 2, had to be there > if you look at the model you created! yo...
by seu-ljc
Tue Oct 01, 2013 8:24 pm
Forum: OpenSees.exe Users
Topic: why is the natural period of my model so large?
Replies: 4
Views: 4534

Re: why is the natural period of my model so large?

:D Thank you for your reply, Professor Michael H. Scott~ Actually, I had tried to constrain more nodal freedoms before. belowing change has been made "equalDOF 1 2 1 equalDOF 31 32 1 equalDOF 16 23 2 equalDOF 20 53 2 equalDOF 50 57 2 equalDOF 46 27 2"=====> "equalDOF 1 2 1 2 equalDOF ...
by seu-ljc
Mon Sep 30, 2013 9:05 pm
Forum: OpenSees.exe Users
Topic: why is the natural period of my model so large?
Replies: 4
Views: 4534

why is the natural period of my model so large?

This is a planar one-bay two-story post-tensioned RC frame model. Zerolengthsection element is used to model the non-tensile compression only behavior of beam-column interface and column-base interface. I have checked the model many times, I think there is no errors concerning about model geometry. ...