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Recent content by TomEME

  1. TomEME

    Response Spectrum to PSD?!

    We were looking at the FEMAP/Nastran route as well as ANSYS when we finally ended up with Solidworks/COSMOS. Either were more expensive. I liked the FEMAP interface, but then again, that wasn't for the full-blown NASTRAN. I think the boss's view was that all of 'em can do garden- variety...
  2. TomEME

    Response Spectrum to PSD?!

    Tony, Thanks so much for a valuable post. Fortunately, I was able to understand it! I had hopes that indeed the conversion would work (plus spent 30 bucks & too much valuable time on that paper). Mainly because after years of using WECAN (red-headed stepchild of ANSYS) we switched to COSMOS...
  3. TomEME

    Response Spectrum to PSD?!

    Twoballcane, In a way, that's just what I'm trying to do. I put an FEA model on a "virtual vib table," apply the reasponse spectrum as input base excitations, and see if something bad happens. BTW, that's an interesting handle you have. Sounds like a character from Genesis. Tom
  4. TomEME

    Response Spectrum to PSD?!

    Actually, the response spectrum in this case represents an earthquake, or more precisely, a curve of points that represent the acceleration (at each frequency) that a single-degree-of-freedom spring-mass-damper system that is resonant at the given frequency, would have to the eartquake...
  5. TomEME

    Response Spectrum to PSD?!

    Thanks, snoopoon. But somehow it seems more complicated than that. There is a paper I found at http://tinyurl.com/6evc5m (actually the ASCE website). It talks about Monte Carlo simulations and what not. Just going by the units, it would seem that, as you say, you take a given point (or...
  6. TomEME

    Response Spectrum to PSD?!

    Hello, all. Did a search and found this thread: thread384-106639 My problem is that I am using Solidworks 2008 and it's accompanying Cosmosworks. Now several times a year I get jobs doing seismic analysis for various components at nuclear power plants. The plants typically provide Response...

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