This question is specific to offshore platforms used in the oil/gas industry. Does anyone have any experience with interpreting the requirements of API RP 2A with regards to performing a seismic analysis when the SLE ground acceleration is less than 0.05g? For the specific project I am working...
Does anyone have any experience with interpreting the requirements of API RP 2A with regards to performing a seismic analysis when the SLE ground acceleration is less than 0.05g? For the specific project I am working (offshore jacket/topsides structure near Equatorial Guinea), the site-specific...