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In the pdf report: Summary of Work on OpenSees Reliability/Optimization/Sensitivity Michael H. Scott and Kevin R. Mackie November 5, 2012 There is an example of a portal frame for which there are assigned two performance functions. One for displacement and the other for element force. In the old ver...

Hello, I would like to inform you that industrialFrame.tcl found in trunk/EXAMPLES/Reliability directory does not work under OpenSees 2.4.6 (Windows build). While version 2.4.5 works correctly on this example. After running the script I get: ----------------------------------------------------------...

I would like to run opensees.exe as a process in emacs under Windows 7. In windows command line when running opensees.exe I get both the header and the prompt "Opensees >" However when running opensees in emacs after "M-x comint-run" opensees is run as process but in the emacs buffer(window) I don't...

Hello, I imagine that the documentation at wiki has been written some years ago so I wonder if it is still true what is written on EleLoad pattern command documentation: webpage: http://opensees.berkeley.edu/wiki/index.php/EleLoad_Command "NOTES ... 2. At the moment, eleLoads do not work with 3D bea...

I tried to build OpenSees from sources and found that due to the recent modification in Makefile in folder SRC/material/uniaxial/, MinMaxMaterial.o is missing.

Assume I have the following cantilever beam /| /|---------------------- /| 3m long, 0.6x0.6m cross-section of concrete and applied 750kNxm bending moment at free end or 250kN vertical force at free end. Obviously the reaction at the fixed end is M = 750kNxm (both cases) and the maximum stress at the...