{"id":410329,"date":"2024-10-20T05:39:54","date_gmt":"2024-10-20T05:39:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-21-30445101-dc\/"},"modified":"2024-10-26T10:25:37","modified_gmt":"2024-10-26T10:25:37","slug":"bsi-21-30445101-dc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-21-30445101-dc\/","title":{"rendered":"BSI 21\/30445101 DC"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n30445101-NC.pdf <\/td>\n<\/tr>\n
3<\/td>\nISO_DIS 19901-3 ed.3 – id.82677 Enquiry PDF (en).pdf <\/td>\n<\/tr>\n
9<\/td>\nForeword <\/td>\n<\/tr>\n
11<\/td>\nIntroduction <\/td>\n<\/tr>\n
13<\/td>\n1 Scope <\/td>\n<\/tr>\n
14<\/td>\n2 Normative references <\/td>\n<\/tr>\n
15<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
17<\/td>\n4 Symbols and abbreviated terms
4.1 Symbols <\/td>\n<\/tr>\n
18<\/td>\n4.2 Abbreviated terms <\/td>\n<\/tr>\n
19<\/td>\n5 Overall requirements
5.1 Conceptual design <\/td>\n<\/tr>\n
20<\/td>\n5.2 Codes and standards
5.2.1 Limit states and allowable stress philosophies
5.2.2 Use of national building standards
5.3 Deck elevation <\/td>\n<\/tr>\n
21<\/td>\n5.4 Exposure level
5.5 Operational requirements
5.5.1 Functional requirements
5.5.2 Spillage and containment
5.6 Design physical environmental conditions
5.7 Critical structure <\/td>\n<\/tr>\n
22<\/td>\n5.8 Assessment of existing topsides structure
5.9 Reuse of topsides structure
5.10 Repairs, modifications and refurbishment <\/td>\n<\/tr>\n
23<\/td>\n6 Design requirements
6.1 General
6.2 Design\/assessment situations
6.3 Material selection
6.4 Structural interfaces
6.5 Design for serviceability
6.5.1 Serviceability limits <\/td>\n<\/tr>\n
24<\/td>\n6.5.2 Vibrations
6.5.3 Deflections <\/td>\n<\/tr>\n
25<\/td>\n6.6 Design for strength
6.7 Design for fatigue <\/td>\n<\/tr>\n
26<\/td>\n6.8 Design for accidental events
6.9 Robustness
6.10 Confirmation of execution of design requirements <\/td>\n<\/tr>\n
27<\/td>\n6.11 Corrosion control
6.12 Design for fabrication and inspection <\/td>\n<\/tr>\n
28<\/td>\n6.13 Design for loadout, transportation and installation
6.14 Design for structural integrity management
6.15 Design for decommissioning, removal and disposal
6.15.1 General
6.15.2 Structural releases
6.15.3 Lifting appurtenances <\/td>\n<\/tr>\n
29<\/td>\n6.15.4 Heavy lift and set-down operations
7 Actions and analysis methods
7.1 General <\/td>\n<\/tr>\n
30<\/td>\n7.2 In-place actions <\/td>\n<\/tr>\n
31<\/td>\n7.3 Action factors
7.3.1 Design actions for operational design\/assessment situations in still water
7.3.2 Design actions for operational design\/assessment situations with operating environmental actions <\/td>\n<\/tr>\n
32<\/td>\n7.3.3 Design actions for extreme design\/assessment situations <\/td>\n<\/tr>\n
33<\/td>\n7.4 Vortex-induced vibrations
7.5 Deformations
7.6 Metocean and ice actions
7.6.1 Wave, current and ice actions <\/td>\n<\/tr>\n
35<\/td>\n7.6.2 Icing
7.7 Seismic actions
7.7.1 General
7.7.2 Minimum lateral acceleration <\/td>\n<\/tr>\n
36<\/td>\n7.7.3 Equipment and appurtenances
7.8 Actions during fabrication, loadout, transportation, and installation
7.9 Actions arising from accidental events
7.9.1 General <\/td>\n<\/tr>\n
38<\/td>\n7.9.2 Structural design for fire hazard <\/td>\n<\/tr>\n
39<\/td>\n7.9.3 Structural design for explosion hazard <\/td>\n<\/tr>\n
43<\/td>\n7.9.4 Explosion and fire interaction <\/td>\n<\/tr>\n
44<\/td>\n7.9.5 Cryogenic spill
7.9.6 Actions due to vessel collision
7.9.7 Actions due to dropped and swinging objects and projectiles
7.9.8 Actions due to loss of buoyancy <\/td>\n<\/tr>\n
45<\/td>\n7.9.9 Actions due to topsides acceleration
7.10 Other actions
7.10.1 Drilling <\/td>\n<\/tr>\n
46<\/td>\n7.10.2 Conductors <\/td>\n<\/tr>\n
47<\/td>\n7.10.3 Risers
7.10.4 Caissons
7.10.5 Maintenance, mechanical handling and lifting aids
7.10.6 Bridge supports <\/td>\n<\/tr>\n
48<\/td>\n8 Strength and resistance of structural components
8.1 Correspondence factor \ufffc
8.2 Design of cylindrical tubular sections
8.3 Design of non-cylindrical sections
8.3.1 General
8.3.2 Plate girder <\/td>\n<\/tr>\n
49<\/td>\n8.3.3 Box girder
8.3.4 Stiffened plate components and stressed skin structures
8.4 Connections
8.4.1 General <\/td>\n<\/tr>\n
50<\/td>\n8.4.2 Restraint and shrinkage
8.4.3 Bolted connections <\/td>\n<\/tr>\n
51<\/td>\n8.5 Castings
8.6 Design for structural stability <\/td>\n<\/tr>\n
52<\/td>\n9 Limit state verification
9.1 Limit state verification approach <\/td>\n<\/tr>\n
53<\/td>\n9.2 Limit state verification for fire and explosion events
9.3 Approaches for limit state verification for fire and explosion events <\/td>\n<\/tr>\n
54<\/td>\n9.4 Risk and risk targets <\/td>\n<\/tr>\n
57<\/td>\n9.5 Limit state verification for fire and explosion events by semi-probabilistic approach
9.5.1 DL limit state verification
9.5.2 NC limit state verification
9.5.3 Representative values of accidental actions <\/td>\n<\/tr>\n
58<\/td>\n10 Structural systems
10.1 Topsides design
10.1.1 General <\/td>\n<\/tr>\n
59<\/td>\n10.1.2 Topsides on concrete substructures
10.1.3 Topsides on floating structures
10.1.4 Equipment supports
10.2 Topsides structure design models
10.2.1 General
10.2.2 Substructure model for topsides design
10.2.3 Topsides model for topsides design <\/td>\n<\/tr>\n
60<\/td>\n10.2.4 Modelling for design of equipment and piping supports
10.3 Substructure interface
10.3.1 Responsibility
10.3.2 Static strength design
10.3.3 Fatigue design <\/td>\n<\/tr>\n
61<\/td>\n10.4 Flare towers, booms, vents and similar structure
10.5 Helicopter landing facilities (helidecks)
10.5.1 General <\/td>\n<\/tr>\n
62<\/td>\n10.5.2 Construction
10.5.3 Helideck design verification <\/td>\n<\/tr>\n
66<\/td>\n10.5.4 Reassessment of existing helidecks <\/td>\n<\/tr>\n
67<\/td>\n10.6 Crane support structure and crane boom rest
10.6.1 General
10.6.2 Design requirements <\/td>\n<\/tr>\n
68<\/td>\n10.6.3 Static design <\/td>\n<\/tr>\n
70<\/td>\n10.6.4 Fatigue design <\/td>\n<\/tr>\n
71<\/td>\n10.6.5 Seismic\/Earthquake design <\/td>\n<\/tr>\n
72<\/td>\n10.6.6 Dynamic design
10.6.7 Fabrication
10.6.8 Crane boom rest design <\/td>\n<\/tr>\n
73<\/td>\n10.7 Derrick equipment set
10.8 Bridges <\/td>\n<\/tr>\n
74<\/td>\n10.9 Bridge bearings
10.10 Anti-vibration mountings for modules and major equipment skids
10.11 System interface assumptions <\/td>\n<\/tr>\n
75<\/td>\n10.12 Fire protection systems
10.13 Penetrations
10.14 Difficult-to-inspect areas
10.15 Drainage <\/td>\n<\/tr>\n
76<\/td>\n10.16 Strength reduction due to heat
10.17 Walkways, laydown areas and equipment maintenance
10.18 Muster areas and lifeboat stations
11 Materials
11.1 General <\/td>\n<\/tr>\n
77<\/td>\n11.2 Carbon steel <\/td>\n<\/tr>\n
82<\/td>\n11.3 Stainless steel
11.3.1 General <\/td>\n<\/tr>\n
83<\/td>\n11.3.2 Types of stainless steel
11.3.3 Material properties
11.4 Aluminium alloys
11.4.1 General
11.4.2 Types of aluminium <\/td>\n<\/tr>\n
84<\/td>\n11.4.3 Material properties
11.4.4 Thermite sparking
11.5 Fibre-reinforced polymers (FRP) <\/td>\n<\/tr>\n
85<\/td>\n11.6 Timber
12 Fabrication, quality control, quality assurance and documentation
12.1 Assembly
12.1.1 General
12.1.2 Grating
12.1.3 Landing and stairways
12.1.4 Temporary attachments <\/td>\n<\/tr>\n
86<\/td>\n12.2 Welding
12.3 Fabrication inspection
12.4 Quality control, quality assurance and documentation
12.5 Corrosion protection
12.5.1 Coatings <\/td>\n<\/tr>\n
87<\/td>\n12.5.2 Under deck areas
12.6 In-service inspection, monitoring and maintenance of corrosion control
13 Loadout, transportation and installation
14 In-service inspection and structural integrity management
14.1 General
14.2 Requirements applying to topsides structures
14.2.1 Corrosion protection systems
14.2.2 Critical structures <\/td>\n<\/tr>\n
88<\/td>\n14.2.3 Control of hot work (e.g., welding and cutting)
14.2.4 Accidental events and incidents
14.2.5 Change control <\/td>\n<\/tr>\n
89<\/td>\nAnnex\u20acA (informative) Additional information and guidance <\/td>\n<\/tr>\n
150<\/td>\nAnnex\u20acB (informative) Example calculation of building code correspondence factor <\/td>\n<\/tr>\n
155<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

BS EN ISO 19901-3. Petroleum and natural gas industries. Specific requirements for offshore structures – Part 3. Topsides structure<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2022<\/td>\n158<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":410338,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1079,2641],"product_tag":[],"class_list":{"0":"post-410329","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-75-180-10","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/410329","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/410338"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=410329"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=410329"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=410329"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}