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 concrete floor systems for vibration due to human activity. I have a floor space that has a strict floor vibration criteria such as a velocity sensitivity of 2000 microinch/sec and a structural criterion factor of 6,400 Kfn. I have not been able to find a design guide for concrete like AICS's Series 11 for steel frames. Does anyone know 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