The OpenSees Community

Hi FMK, Zhum and MHScott, TL;DR I need py files to solve wall made from shell, interface element for brick masonry and elastic 3d slab frame system. In detail I need following (2 minutes read): I started using opensees since 2007, but unfortunately, I was never able to get as efficient user in opens...

my updated Makefile.def is given below. I am getting above error. If someone can help then do reply: ############################################################################ # # Program: OpenSees # # Purpose: A Top-level Makefile to create the libraries needed # to use the OpenSees framework. Wo...

@hsafti: No luck yet :roll: I have tried your Makefile.def and all available Makefile.def files. I also incorporated the best options/commands from these in my own Makefile.def but all in vain. I think that current OpenSees code is not tested with linux. I haven't tried parallel build. I have used l...

I progressed and solved above error but now stuck in new error: LIBRARIES BUILT ... NOW LINKING OpenSees PROGRAM make[1]: Entering directory `/home/faisal/opensees-svn/OpenSees/SRC/tcl' make[1]: Nothing to be done for `tcl'. make[1]: Leaving directory `/home/faisal/opensees-svn/OpenSees/SRC/tcl' mak...

I was expecting a human reply not spam. I am still waiting for reply.

I have a 02 quesitons: Q1. Is there a Problem with my make file? or Q2. Is there some error in code? I am using Debian 6.02 (Squeeze) amd - 64 bit. Yesterday I downloaded OpenSees - Release 1 from below command: svn co svn://opensees.berkeley.edu/usr/local/svn/OpenSees/trunk OpenSees I picked ../MAK...

right click on opensees project in solution explorer and then set as startup project.

press f5 and opensees.exe from bin\.. will start

ok I am studying these files and will discuss if something is hard to understand by my self.

Hi to all! I am a graduate student of Structural Engineering and have passion for coding in Finite Element Analysis. My query is: 1. I want to learn how the CODE for line element works. 2. Provided that it is loaded with a Point load 3. And Displacements, Shear and Moment is required in output. I ha...