Post on 13-Sep-2015
description
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e-mail:info@hellinikimeletitiki.gr
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Warren
.
8cm neoprene
Topping 8cm
( hollow core slabs)
1998-1
2,3,4,8
1998-1
.
Design of Floor Structures for human Induced Vibrations, JRC, European Commission,2009
S.C.I. P354: Design of Floors for Vibration: A New Approach
Transient (intermittent) vibration
R90
3 :
( SHS)
ASFP (Association for Specialist Fire Protection)
(Hempel)
/
15%
-
1090-2 EXC3
( TUV Hellas )
,
TEKLA
TEKLA BIMsight
, , topping
topping
:
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