Appreciate the comments. Thanks.
I found a couple of articles on line, it appears it actually performs pretty well for vibration when compared to metal deck and concrete fill/steel framed floors. There is also a book I found at concrete.org.uk on the subject "A Design Guide for Footfall Induced Vibration of Structures" ... anyone familiar with the book and care to give me a review on usefulness?
-gm
On Wed, Mar 18, 2009 at 4:32 AM, Jim Getaz <jgetaz@shockeyprecast.com> wrote:
Gerard,
We have extrapolated AISC DG 11 to work for concrete beams and slabs. E changes, but most other things, e.g, mass and I, are just parameters.
HTH,
Jim Getaz