Doug, thank you very much for the quick reply. I've seen your work before. Was particularly interested in the work you did on optimising super-T girders.
Thank you for providing that link. The process in Excel seems to be quite similar to that in Matlab. The issues I'm having at the moment...
Hi there. This is my first post on this forum.
I have designed and constructed a small scale steel through truss bridge (8.5m x 2.5m x 1.0m) and done some Modal Testing and Analysis to obtain the natural frequencies and mode shapes. Now I am trying to update my Strand7 model of the structure...
