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Technical Guidance
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The Interim Guidance Notes (IGN) was the first reference document for
the design and protection of topside structures against fires and
explosions. It was published in 1992 following Phase 1 of the JIP on
Blast and Fire Engineering for Topside Structures (BFETS).
The FABIG Technical Notes complement and update the IGN. They
are widely used throughout the oil and gas industry and are the only
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available documents that provide step-by-step procedures and worked
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examples.
                                                                                                                                            FABIG Publications & Videos
The IGN and Technical Notes are listed below (FABIG members can                                                                             Events
download them for free and non-members can contact us to purchase                                                                           Knowledge Centre
them). Some of the FABIG Technical Notes have also been translated
into Chinese, and these versions are also available below.
FABIG Technical Guidance (in English)
IGN                    Interim Guidance Notes for the Design and                                                Read more
                       Protection of Topside Structures against Explosion
                       and Fire
Technical Note 14      Design of Low to Medium Rise Buildings against                                           Read more
                       External Explosions
Technical Note 13      Design Guidance for Hydrocarbon Fires                                                    Read more
Technical Note 12      Vapour Cloud Development in Over-filling Incidents                                       Read more
Technical Note 11      Fire Loading and Structural Response                                                     Read more
Technical Note 10      An Advanced SDOF Model for Steel Members                                                 Read more
                       Subject to Explosion Loading: Material Rate
                       Sensitivity
Technical Note 09      Human Factors Guide                                                                      Read more
Technical Note 08      Protection of Piping Systems subject to Fires and                                        Read more
                       Explosions
Technical Note 07      Simplified Methods for Analysis of Response to                                           Read more
                       Dynamic Loading
Technical Note 06      Design Guide for Steel at Elevated Temperatures                                          Read more
                       and High Strain Rates
Technical Note 05      Design Guide for Stainless Steel Blast Walls                                             Read more
Technical Note 04      Explosion Resistant Design of Offshore Structures                                         Read less
Available downloads:
PDF document of: Explosion Resistant Design of Offshore Structures
Where gas explosions represent a credible risk, platform
topsides have to be designed to withstand explosion loading.
There are two aspects to consider: firstly loading on the
structure and secondly loading and effect on equipment. This
technical note deals principally with the first aspect but is also
relevant to the second because the performance of the
structure, e.g. deflection and acceleration, affects the equipment
mounted on it. It is also relevant to the evaluation of the strength
and deformation capacity of the equipment items themselves,
e.g. pipes and vessels.
This Technical Note covers both design of new platforms and
reassessment of existing structures and is designed to
supplement Sections 3.5 and 5.4.4 of the Interim Guidance
Notes (IGN's).
Several methodologies are presented: from simple hand
methods to complex non-linear finite element analysis (NLFEA)
for determining ultimate strength. In practice a mixture of
methods will be used on a given installation. For new designs
the emphasis will be on the simpler methods but for structural
reassessment it will often be necessary to quantify strength
reserve and for this more complex methods of analysis may be
required.
      VIEW TABLE OF CONTENTS
Technical Note 03      Use of Ultimate Strength Techniques for Fire                                             Read more
                       Resistant Design of Offshore Structures
Technical Note 02      Explosion Mitigation Systems                                                             Read more
Technical Note 01      Fire Resistant Design of Offshore Topside                                                 Read more
                       Structures
FABIG Technical Guidance (in Chinese)
                                                            (FABIG TN13)                                        Read more
                                                                       (FABIG TN12)                             Read more
                                                               (FABIG TN11)                                     Read more
                                                                       (FABIG TN08)                             Read more
                                                                               (FABIG TN06)                     Read more
                                                            (FABIG TN05)                                        Read more
                                                        (FABIG TN04)                                            Read more
                                                                               (FABIG TN03)                     Read more
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