Floor Vibration Design Procedure for Concrete Frame Buildings
Floor Vibration Design Procedure for Concrete Frame Buildings
(OP)
I am looking for a design procedure guide for analyzing a concrete floor system for vibration due to human activity. I am a structural engineer that is designing a lab space that has strict floor vibration criteria such as a velocity sensitivity of 2000 microsinch/sec and a structural criterion factor of 6,400 Kfn. I have not been able to find a design guide for concrete like AISC's Series 11 for steel frames. Does anyone no of such a parallel design guide/procedure for concrete?





RE: Floor Vibration Design Procedure for Concrete Frame Buildings
http://www.aisc.org/documents/sep_91.pdf
RE: Floor Vibration Design Procedure for Concrete Frame Buildings
Also see the ISO Standard 4866:1990 (link below)
http://www.iso.ch/iso/en/CatalogueDetailPage.CatalogueDetail?CSNUMBER=10845&ICS1=17&ICS2=160&ICS3=