Posted by: ozm
vertical seismic force - 06/28/06 12:57 AM
Dear friends,
I put 0.3g in lateral(Fx,Fz) direction(zone 4),
is it necessary i put any coefficient in Y direction?(vertical)
thanks
Posted by: Richard Ay
Re: vertical seismic force - 06/28/06 08:01 AM
That depends on your project specifications. However, you can find a host of publications (ASCE #7 for example) that recommend a vertical seismic load.
Posted by: Sun Wee
Re: vertical seismic force - 06/28/06 09:52 AM
Generally piping system consider lateral direction only for seismic unless otherwise asked for special case(example; when hydraulic mass need to considered because of submerged pipe in a liquid). You can find it the design criteria or guid of nuclear power plants per US NRC Regulation and ASME III NB/NC.
Posted by: John Breen
Re: vertical seismic force - 06/28/06 03:33 PM