bronson
Structural
- Oct 26, 2005
- 1
I am in the oil & natural gas pipeline industry. I am currently designing the foundations for pipelines that could have a blowdown force of up to 30k. (By the way a "blowdown force" is the force from a pressure relief valve that has been set off for various reasons...just in case you needed to know.) My question is how should I treat the "blowdown force" ie. earthquake load, impact, etc.? Keep in mind this force is a short term load but due to the size of the pressure valve and the operating pressure, the blowdown forces are large enough to consider for design. If you have ANY literature, references, links please let me know.
Thanks
Thanks