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Dear, I have the same question. When I tried to add the openseesMP project manually in Visual Studio 2017 (64bit), several file missing errors occurred, including 'LimitCurve.h', 'DOf_Group' and 'mpi.h'. Although adding the first two files manually, same errors still occurred. And 'mpi.h' can not ev...

Dear,

I also obtain significant difference when setting variables value for bottom and top rebar in shell element. My question is, how to determine the local z axis if my shell element is in the global X-Z plane?

Baodkt wrote:
> Hi duguyihan
> I couldn't understand your answer, could you tell me more detail?


the extension name is ".tcl", rather than ".tlc"

Try:

example1.tcl

I face the same problem, still need help! I get the compiled dll file, but it seems the OpenSees.exe doesn't know its existence and just return "WARNING could not create uniaxialMaterial ElatsticPPcpp". The OS is win7 64bit. Both 32bit and 64bit release of the dll files and corresponding Opensees.ex...

I put the file "bool.h"(from src) into the "core" directory and add it in the source files, it works! But i face the following errors (Win10 64bit, visual studio 2017, v2.5.0): 1>dllmain.cpp 1>win32Functions.obj : error LNK2005: _DllMain@12 already defined in win32Functions.obj 1> Creating library E...

I'm facing the same problem. Did you solve it out? (Win10 64bit, visual studio 2017, 2.5.0) 1>dllmain.cpp 1>win32Functions.obj : error LNK2005: _DllMain@12 already defined in win32Functions.obj 1> Creating library E:\OpenseesSecondary\source code\DEVELOPER\material\cpp\ElasticPPcpp\Release\ElasticPP...

I face the same problem.
I can figure it out by selecting "Not using precompiled headers". However, other errors occur, including LNK2005, LNK1169. Still need help.

Actually i have the same question with you, and my system is Win 7.

The post by gkourpa is great!
I'd like to mention that actually dispBeamColumn element can be assigned with eleload and reasonable results can be obtained in 3D frame structural analysis. However, forceBeamColumn element with eleload just shows "0"!. Really hope this bug will be fixed in the future.

Hello,

I have the same problem! Do you finally solve it? My OpenSees version is 2.5.0.

yihan

set RemoveEle [expr 10000+1000*$FailLevel+100*$FailFrame+10*$FailPier];
set RemoveNod [expr 1000*($FailLevel)+$FailFrame*100+($FailPier)*10];
remove element $RemoveEle;
remove node $RemoveNod;

The same problem still exist when I try to run the 2d truss example.
I use the newest 64-bit 2.5.5 version (download in 12/22/2015), matlab 2015a (8.5) MATLAB Runtime on windows 10 64 bit . I