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Offshore structures

My final year dissertation is on the design of offshore platforms, and after some research I just can't find out whether or not the super-structure is designed to eurocodes steel and concrete.

Do engineers use a separate code of practice for the design of these structures?

Thanks in advance

Reply 1

My final year dissertation is on the design of offshore platforms, and after some research I just can't find out whether or not the super-structure is designed to eurocodes steel and concrete.

Do engineers use a separate code of practice for the design of these structures?

Thanks in advance


I'm assuming you're referring to oil platforms? And by superstructure you mean the topsides?

If so, I would imagine that either Eurocode or AISC is used, as that's what's used in subsea and I would be surprised if there was some other code that was used for topsides.

Reply 2

Original post by Smack
I'm assuming you're referring to oil platforms? And by superstructure you mean the topsides?

If so, I would imagine that either Eurocode or AISC is used, as that's what's used in subsea and I would be surprised if there was some other code that was used for topsides.


Thanks

Thought that due to very high wind loads, it would be inappropriate to use both AISC or Eurocodes.

Is there a specific eurocode for subsea engineering, since eurocodes 1-6 covers all the general construction materials?

Reply 3

It's been almost 10 years since I worked in offshore related jobs, so all that's in my head is a fuzzy memory, but I seem to remember us using different codes based on what the client wanted and/or the location of the final structure. Eurocodes and sometimes DNV.

Reply 4

Thanks

Thought that due to very high wind loads, it would be inappropriate to use both AISC or Eurocodes.

Is there a specific eurocode for subsea engineering, since eurocodes 1-6 covers all the general construction materials?


No specific Eurocode for subsea, EN 1993-1-1 for members and EN1 993-1-8 for joints is what is used when the client wants Eurocode, or AISC 360-10 when they want AISC.

API RP 2A might also be worth a look if you can get your hands on it, as might ISO 19902. DNV codes are usually available for free on the internet from their website if there is anything of interest there.

Reply 5

Original post by Smack
No specific Eurocode for subsea, EN 1993-1-1 for members and EN1 993-1-8 for joints is what is used when the client wants Eurocode, or AISC 360-10 when they want AISC.

API RP 2A might also be worth a look if you can get your hands on it, as might ISO 19902. DNV codes are usually available for free on the internet from their website if there is anything of interest there.


Much appreciated

:smile:

Reply 6

Not sure if this is still relevant since you may have already graduated, but of course, it's not just about Eurocode or AISC.

There are many different standards you can use for offshore platform design, such as ABS, API, DNV, ISO, Norsok, and others along with the earlier-mentioned Eurocode or AISC.
Some of these standards have cross-references, so in certain cases, you can even combine their rules for designing the structure.

Here are some useful links if you'd like to explore the differences or dive deeper into the details: How to Simplify DNV RP-C203 Compliance in Offshore Structures, Why Efficient Hydrodynamic Load Modeling is Essential for Sustainable Offshore Platforms, Differences between ANSI/AISC 360-22 and ANSI/AISC 360-10. Chapters D to H, Differences between ISO 19902:2007 and ISO 19902:2020. Chapter 13: Strength of tubular members, Exploring API RP 2A-LRFD and API RP 2A-WSD: A Comprehensive Guide for Design Fixed Offshore Platforms
(edited 7 months ago)

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