The OpenSees Community

Dear Dr. McKenna,

did you receive my mail with a sample code?
Were you able to reproduce the error?

Thank you very much

Diego Talledo

No, for example, I've done following model that use only nDMaterial Elastic and PlateFiber: [code] # Modello T9.tcl # Trave senza armatura a taglio # Tratta da esperimenti di Leonhardt e Walther # Cancella tutte le variabili wipe # Imposta il modello in 3 dimensioni con 6 gradi di libertà per nodo ...

This is my setResponse code of ShellMITC4.cpp: [code] Response* ShellMITC4::setResponse(const char **argv, int argc, OPS_Stream &output) { Response *theResponse = 0; output.tag("ElementOutput"); output.attr("eleType", "ShellMITC4"); output.attr("eleTag",th...

Dear frank, I have a model 2d layered elements with an user-defined material. I compiled with Visual Studio 2010. I'm using Windows 7 64 bit, but I compiled a 32 bit version of OpenSees. The tcl file is following: [code] wipe # Imposta il modello in 3 dimensioni con 6 gradi di libertà per nodo # (3...

Dear sb1966 can you please post your corrected Makefile.def?
I am having your same problem.

[quote="victoria belloni"]i have never seen this error.[/quote]
maybe the source is correct now. But when I wrote this message I had just downloaded the file and there was this error.

Hi frank. I'm trying to compile a windows dll like example in wiki. I followed all 24 points in your tutorial. But there is one error during compiling: [code] win32Functions.cpp c:\users\diego\openseesdeveloper\core\win32functions.cpp(70) : error C2086: 'OPS_GetNodeInfoPtrType __cdecl OPS_GetNodeDis...

Thank you Frank. The error was this. Sorry, but when I tried inputing all lines manually, when I saw this, I thought it was an error. But it's not, becuase if I go ahead the analysis is ok. I think it is a warning, is it right? [code] OpenSees > model basic -ndm 2 -ndf 3 OpenSees > node 1 0 0 OpenSe...

File Ex1a.Canti2D.EQ.tcl works fine. And this is very strange for me: this file gives as output "OpenSees > source GS_Dyn.tcl expected integer but got "500.0" OpenSees > " My file (GS_Dyn.tcl): [code] model basic -ndm 2 -ndf 3 # nodal coordinates: node 1 0 0 node 2 504 0 node 3 0...

Try using OpenSees2005.sln

actually visual studio 2005 works ok for me. What are the errors? Maybe some library or path problem?

I'm looking example "Ex1a.Canti2D.EQ.tcl" and also Getting Started. There is an error in: [code] # create load pattern source ReadSMDFile.tcl ReadSMDFile BM68elc.th BM68elc.acc dt set accelSeries "Series -dt $dt -filePath BM68elc.acc -factor 1"; pattern UniformExcitation 2 1 -acc...

[quote="motalaat"]Is it foreseeable to have an recorder command option that outputs nodal reactions, instead of having to sum it manually from element forces?[/quote]
i'm interested too in this feature. It would be a time-save have not to manually sum from element forces. Any news about it?

as requested I post this in the request forum: Hi, I've used print command to plot all domain objects at the end of analysis: print model.out I have only a problem: it didn't write a new file every time like recorders. If the file model.out is here, print command appends new lines to file model.out....

Hi, I've used print command to plot all domain objects at the end of analysis: print model.out I have only a problem: it didn't write a new file every time like recorders. If the file model.out is here, print command appends new lines to file model.out. I resolved this via tcl removing the file at t...