Posted by: sam
seismic to aseismic design of hot rack piping - 09/15/06 03:57 AM
We have seen seismic retrofit of many process plants not originally built for adequate seismic event.
But, in case we have to do the reverse, to relocate a plant designed for a high seismic zone to one with lower one (seismic codes are legislatively driven although), what could be the impact on hot large bore rack piping anchor/guide loads?
To qualify for high seismic event within occasional allowable stress, the piping needed to be sufficiently guided and stiff, thereby resulting in high thermal loads at guides and anchors.
Now, with lower seismic level, one can afford a flexible layout, larger gaps at guides/ less no of guides. We can still retain the original stiff design, saving piping stress effort while costing higher in civil design. Anything more ?
regards,
sam
But, in case we have to do the reverse, to relocate a plant designed for a high seismic zone to one with lower one (seismic codes are legislatively driven although), what could be the impact on hot large bore rack piping anchor/guide loads?
To qualify for high seismic event within occasional allowable stress, the piping needed to be sufficiently guided and stiff, thereby resulting in high thermal loads at guides and anchors.
Now, with lower seismic level, one can afford a flexible layout, larger gaps at guides/ less no of guides. We can still retain the original stiff design, saving piping stress effort while costing higher in civil design. Anything more ?
regards,
sam