StrucEng23
Structural
- Aug 21, 2010
- 10
Hi,
I am currently running a nonlinear analysis on a steel frame and then doing a probability design (monte carlo analysis). But I am having trouble with the information i am extracting, as it is incorrect. I have set up in the attached script a section that is meant to pick out the maximum displacement at a particular node, but when i view the results for each analysis, the displacements are too small, could any one please help me understand what am i doing wrong in the script.
Also, I would like to extract the load factor at which the frame fails for each of the frame analysis, but I am not sure how to do this, as this value comes up as time in the analysis, so if anyone could please help me to extract this information it would be much appreciated.
Kind regards
I am currently running a nonlinear analysis on a steel frame and then doing a probability design (monte carlo analysis). But I am having trouble with the information i am extracting, as it is incorrect. I have set up in the attached script a section that is meant to pick out the maximum displacement at a particular node, but when i view the results for each analysis, the displacements are too small, could any one please help me understand what am i doing wrong in the script.
Also, I would like to extract the load factor at which the frame fails for each of the frame analysis, but I am not sure how to do this, as this value comes up as time in the analysis, so if anyone could please help me to extract this information it would be much appreciated.
Kind regards