271828
Structural
- Mar 7, 2007
- 2,286
Hello all. I do a fair amount of work with structural vibrations, but our usual frequency band of interest is fairly narrow, like 0-20 Hz. No background in acoustics or higher frequency mechanical vibrations. Therefore, I've never had to deal with plots using one-third-octaves. I've done some reading online and have an idea of what's going on, but not quite enough to allow me to really deal with these effectively. My current application is checking a structure's ability to support a CT scanner. The manufacturer's tolerance plot is a spectrum with log scale rms acceleration vs One-Third-Octave Center Frequency in Hz. I'm not sure how to turn this into a spectrum with linear x and y axes for comparison with the predicted acceleration spectrum. If someone would be kind enough to point me to a good discussion, I'd appreciate it.
BTW, I searched, but only found the following, which was helpful, but I need more.
BTW, I searched, but only found the following, which was helpful, but I need more.