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Re: Floor Vibrations

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The building is steel frame and the problem area is steel joists on
concrete slab.  The joists are 24 feet long and are spaced at 30".  The
slab is 2.5" deep.

> 
> Chris,
> 
> What type of structural system are you talking about (steel
> frame, concrete frame etc.)? and what is the slab size and thickness?
> This information will be necessary for considering vibration
> damping strategies.
> 
> ravi sinha
> 
> On Mon, 4 Aug 1997, chris towne wrote:
> > Does anyone have a solution for dampening floor vibrations in a lobby
> > area where adding partitions is not feasible?
> 
> ------------------------------------------------------------------------------
> Ravi Sinha, Ph.D.               email: rsinha(--nospam--at)gemini.civil.iitb.ernet.in
> Assistant Professor                    rsinha(--nospam--at)civil.iitb.ernet.in
> Department of Civil Engineering        Phone: (91-22)-578-2545 Ext. 2336
> IIT, Powai, Bombay - 400 076, India    Fax: (91-22)-578-3480