Search found 8 matches

by gst
Wed Mar 10, 2021 3:56 pm
Forum: Framework
Topic: Compilation problem with OPS 2.4.6 and element in 2.5.0
Replies: 0
Views: 472

Compilation problem with OPS 2.4.6 and element in 2.5.0

Dear Community members, I'm tryin to compile Opensees 2.4.6 and I have the following error in linker: libifcoremt.lib(for_diags_intel.obj) : error LNK2019: unresolved external symbol _vsprintf referenced in function _for__get_msg 1>libirc.lib(irc_msg_support.obj) : error LNK2001: unresolved external...
by gst
Mon Jul 16, 2018 5:28 pm
Forum: OpenSees.exe Users
Topic: Base shear
Replies: 1
Views: 575

Base shear

Hello to everybody, I want to plot the base shear vs displacement of an structure using the "recorder plot " command. The problem is I have a 3 -bays frame and the base shear is the sum of 4 reactions, so I use the "recorder Node -file reactions.out -node 1 2 3 4 -dof 1 reaction" to save the reactio...
by gst
Tue Sep 19, 2017 5:48 pm
Forum: Framework
Topic: Opensees 2.5 compiled
Replies: 1
Views: 1369

Opensees 2.5 compiled

Hello All, I downloaded and compiled Opensees 2.5 with Visual Studio 2010. I added a new material and element and It has compiled good. The program runs well with new material and element, and with old files. The problem is when I try to run eigenvalues analysis, I have the following errror: forrtl:...
by gst
Tue Sep 19, 2017 5:39 pm
Forum: OpenSees.exe Users
Topic: Zero length elements with shear-axial interaction
Replies: 34
Views: 9736

Re: Zero length elements with shear-axial interaction

I'm also interested: gonzalotorrisi@gmail.com
Thank you in advance!
by gst
Mon Sep 11, 2017 12:38 pm
Forum: OpenSees.exe Users
Topic: Opensees 2.5
Replies: 0
Views: 588

Opensees 2.5

Hello All, I was runing Opensees 2.4.4 with some elements and materials I've developed. They were running ok but when I try to run Opensees 2.5 with the same input file the program crushes. I have checked the tcl version and opensees version (32 bits). Do you know how to solve this problem? Thank yo...
by gst
Mon Sep 11, 2017 12:35 pm
Forum: OpenSees.exe Users
Topic: how to model...
Replies: 9
Views: 5394

Re: how to model...

Thank you very much to all of you, I've solved the problem!!
by gst
Sat Sep 02, 2017 12:50 pm
Forum: OpenSees.exe Users
Topic: how to model...
Replies: 9
Views: 5394

Re: how to model...

Thanks for your answer, maybe my explanation was not good. It is a retroffiting problem. I have an RC frame running and with the final state of the frame I want to introduce some new elements to retroffit the frame. It is not a different frame, it is the original frame damaged due to the response of...
by gst
Fri Sep 01, 2017 7:24 am
Forum: OpenSees.exe Users
Topic: how to model...
Replies: 9
Views: 5394

how to model...

Hello All, I want to model an RC frame and run a cyclic analysis. After that I want to add 2 struts to the same RC frame and start a new analysis but considering the final state of the frame elements. I already have the model of the RC frame runing but I don't know how to add new elements to that fr...