Search found 6 matches

by xzha8132
Mon Jun 25, 2012 4:00 pm
Forum: OpenSees.exe Users
Topic: Question of cantilever beam with spring in the fix end
Replies: 1
Views: 1489

Question of cantilever beam with spring in the fix end

Dear fmk and Vesna, I am modeling a simple cantilever beam with a rotational spring in the fixed end. I am using displacement control. The analysis stoped at a very early stage (load factor 0.6, all the load-displacement curves are still linear) if I set the control point to be degree 1 of node 5. B...
by xzha8132
Tue Mar 29, 2011 11:18 pm
Forum: Framework
Topic: compiling error in Linux system
Replies: 1
Views: 730

Re: compiling error in Linux system

below is my Makefile.def files ############################################################################ # # Program: OpenSees # # Purpose: A Top-level Makefile to create the libraries needed # to use the OpenSees framework. # # version created for Redhat Enterprise LINUX distribution # # Written...
by xzha8132
Tue Mar 29, 2011 11:17 pm
Forum: Framework
Topic: compiling error in Linux system
Replies: 1
Views: 730

compiling error in Linux system

Dear all/Frank I am trying to install OpenSees in Linux (CentOS) system. I followed the procedure indicated in the forum, and modified $home, TCL_LIBRARY, TCL_INCLUDES accordingly. when compiling, I got following errors: ContactMaterial3D.cpp:21:21: error: myDebug.h: No such file or directory . . ma...
by xzha8132
Fri Aug 20, 2010 12:18 am
Forum: Documentation
Topic: referrence for displacement based beam column element
Replies: 0
Views: 1427

referrence for displacement based beam column element

Dear Frank/Silvia,
Could you link some referrences related to Opensees source code for displacement based beam column element?

Cheers
by xzha8132
Sun Aug 01, 2010 11:29 pm
Forum: OpenSees.exe Users
Topic: can Opensees consider warping in thin-walled sections?
Replies: 0
Views: 301

can Opensees consider warping in thin-walled sections?

Hi all/frank, I am a beginner of Opensees user, I just wonder if Opensees can consider the effect of warping in thin-walled steel sections. I have briefly read through the command language manual and some related theory but it seemed that warping is ignored in Opensees. Can someone tell me if it is ...
by xzha8132
Sun Aug 01, 2010 8:38 pm
Forum: Useful Scripts.
Topic: can Opensees consider warping in thin-walled sections?
Replies: 1
Views: 2393

can Opensees consider warping in thin-walled sections?

Hi all/frank, I am a beginner of Opensees user, I just wonder if Opensees can consider the effect of warping in thin-walled steel sections. I have briefly read through the command language manual and some related theory but it seemed that warping is ignored in Opensees. Can someone tell me if it is ...