{"id":219513,"date":"2024-10-19T14:14:35","date_gmt":"2024-10-19T14:14:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-19904-12019-tc\/"},"modified":"2024-10-25T07:35:35","modified_gmt":"2024-10-25T07:35:35","slug":"bs-en-iso-19904-12019-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-19904-12019-tc\/","title":{"rendered":"BS EN ISO 19904-1:2019 &#8211; TC"},"content":{"rendered":"<p><label>1<\/label><\/p>\n<p>This document provides requirements and guidance for the structural design and\/or assessment of floating offshore platforms used by the petroleum and natural gas industries to support the following functions:<\/p>\n<ul>\n<li><label>\u2014<\/label>\n<p>production;<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>storage and\/or offloading;<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>drilling and production;<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>production, storage and offloading;<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>drilling, production, storage and offloading.<\/p>\n<\/li>\n<\/ul>\n<div class=\"non-normative-note\">\n<div class=\"note-label\">\n   NOTE&nbsp;1\n  <\/div>\n<p>Floating offshore platforms are often referred to using a variety of abbreviations, e.g. FPS, FSU, FPSO (see <span class=\"xref\">Clauses&nbsp;3<\/span> and&nbsp; <span class=\"xref\">4<\/span>), in accordance with their intended mission.<\/p>\n<\/p><\/div>\n<div class=\"non-normative-note\">\n<div class=\"note-label\">\n   NOTE&nbsp;2\n  <\/div>\n<p>In this document, the term \u201cfloating structure\u201d, sometimes shortened to \u201cstructure\u201d, is used as a generic term to indicate the structural systems of any member of the classes of platforms defined above.<\/p>\n<\/p><\/div>\n<div class=\"non-normative-note\">\n<div class=\"note-label\">\n   NOTE&nbsp;3\n  <\/div>\n<p>In some cases, floating platforms are designated as \u201cearly production platforms\u201d. This term relates merely to an asset development strategy. For the purposes of this document, the term \u201cproduction\u201d includes \u201cearly production\u201d.<\/p>\n<\/p><\/div>\n<p>This document is not applicable to the structural systems of mobile offshore units (MOUs). These include, among others, the following:<\/p>\n<ul>\n<li><label>\u2014<\/label>\n<p>floating structures intended primarily to perform drilling and\/or well intervention operations (often referred to as MODUs), even when used for extended well test operations;<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>floating structures used for offshore construction operations (e.g. crane barges or pipelay barges), for temporary or permanent offshore living quarters (floatels), or for transport of equipment or products (e.g. transportation barges, cargo barges), for which structures reference is made to relevant recognized classification society (RCS) rules.<\/p>\n<\/li>\n<\/ul>\n<p>This document is applicable to all possible life-cycle stages of the structures defined above, such as:<\/p>\n<ul>\n<li><label>\u2014<\/label>\n<p>design, construction and installation of new structures, including requirements for inspection, integrity management and future removal,<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>structural integrity management covering inspection and assessment of structures in-service, and<\/p>\n<\/li>\n<li><label>\u2014<\/label>\n<p>conversion of structures for different use (e.g. a tanker converted to a production platform) or re?use at different locations.<\/p>\n<\/li>\n<\/ul>\n<p>The following types of floating structure are explicitly considered within the context of this document:<\/p>\n<ol type=\"a\">\n<li><label>a)<\/label>\n<p>ship-shaped structures and barges;<\/p>\n<\/li>\n<li><label>b)<\/label>\n<p>semi-submersibles;<\/p>\n<\/li>\n<li><label>c)<\/label>\n<p>spars;<\/p>\n<\/li>\n<li><label>d)<\/label>\n<p>shallow-draught cylindrical structures.<\/p>\n<\/li>\n<\/ol>\n<p>In addition to the structural types listed above, this document covers other floating platforms intended to perform the above functions, consisting of partially submerged buoyant hulls made up of any combination of plated and space frame components. These other structures can have a great range of variability in geometry and structural forms (e.g. tension leg platforms) and, therefore, can be only partly covered by the requirements of this document. In other cases, specific requirements stated in this document can be found not to apply to all or part of a structure under consideration.<\/p>\n<div class=\"non-normative-note\">\n<div class=\"note-label\">\n   NOTE&nbsp;4\n  <\/div>\n<p>Requirements for topsides structures are presented in <span class=\"std\"> <span class=\"std-ref\">ISO&nbsp;19901-3<\/span> <\/span>.<\/p>\n<\/p><\/div>\n<p>In the above cases, conformity with this document requires the design to be based upon its underpinning principles and to achieve a level of safety equivalent, or superior, to the level implicit in it.<\/p>\n<div class=\"non-normative-note\">\n<div class=\"note-label\">\n   NOTE&nbsp;5\n  <\/div>\n<p>The speed of evolution of offshore technology often far exceeds the pace at which the industry achieves substantial agreement on innovation in structural concepts, structural shapes or forms, structural components and associated analysis and design practices, which are continuously refined and enhanced. On the other hand, International Standards can only capture explicit industry consensus, which requires maturation and acceptance of new ideas. Consequently, advanced structural concepts can, in some cases, only be partly covered by the requirements of this document.<\/p>\n<\/p><\/div>\n<p>This document is applicable to steel floating structures. The principles documented herein are, however, considered to be generally applicable to structures fabricated in materials other than steel.<\/p>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>235<b><\/td>\n<td>National foreword  <\/td>\n<\/tr>\n<tr>\n<td><b>237<b><\/td>\n<td>European foreword  <\/td>\n<\/tr>\n<tr>\n<td><b>244<b><\/td>\n<td>Foreword  <\/td>\n<\/tr>\n<tr>\n<td><b>246<b><\/td>\n<td>Introduction  <\/td>\n<\/tr>\n<tr>\n<td><b>248<b><\/td>\n<td>1 Scope  <\/td>\n<\/tr>\n<tr>\n<td><b>249<b><\/td>\n<td>2 Normative references  <\/td>\n<\/tr>\n<tr>\n<td><b>250<b><\/td>\n<td>3 Terms and definitions  <\/td>\n<\/tr>\n<tr>\n<td><b>258<b><\/td>\n<td>4 Symbols and abbreviated terms <br \/> 4.1 Symbols  <\/td>\n<\/tr>\n<tr>\n<td><b>259<b><\/td>\n<td>4.2 Abbreviated terms  <\/td>\n<\/tr>\n<tr>\n<td><b>261<b><\/td>\n<td>5 Overall considerations <br \/> 5.1 General <br \/> 5.2 Safety requirements  <\/td>\n<\/tr>\n<tr>\n<td><b>262<b><\/td>\n<td>5.3 Planning requirements <br \/> 5.3.1 General <br \/> 5.3.2 Exposure level <br \/> 5.3.3 Basis of design <br \/> 5.3.4 Design practices <br \/> 5.3.5 Inspection and maintenance philosophy  <\/td>\n<\/tr>\n<tr>\n<td><b>263<b><\/td>\n<td>5.3.6 Documentation <br \/> 5.3.7 Extreme weather preparedness <br \/> 5.3.8 Disconnectable floating platforms  <\/td>\n<\/tr>\n<tr>\n<td><b>264<b><\/td>\n<td>5.4  Additional standards and specifications <br \/> 5.4.1 General <br \/> 5.4.2 Use for project application <br \/> 5.5 General requirements <br \/> 5.5.1 Functional requirements  <\/td>\n<\/tr>\n<tr>\n<td><b>265<b><\/td>\n<td>5.5.2 Structural design philosophy <br \/> 5.5.3 Design criteria <br \/> 5.5.4 Hydrostatic stability and compartmentation  <\/td>\n<\/tr>\n<tr>\n<td><b>266<b><\/td>\n<td>5.5.5 Weight control <br \/> 5.5.6 Global response <br \/> 5.5.7 Stationkeeping <br \/> 5.5.8 Materials  <\/td>\n<\/tr>\n<tr>\n<td><b>267<b><\/td>\n<td>5.5.9 Topsides layout \u2014 safety considerations <br \/> 5.6 Independent verification <br \/> 5.7 Analytical tools <br \/> 5.8 In-service inspection and maintenance  <\/td>\n<\/tr>\n<tr>\n<td><b>268<b><\/td>\n<td>5.9 Assessment, re\u2011use and life extension <br \/> 6 Basic design requirements <br \/> 6.1 General <br \/> 6.2 Limit states <br \/> 6.2.1 General <br \/> 6.2.2 Limit states for floating structures  <\/td>\n<\/tr>\n<tr>\n<td><b>269<b><\/td>\n<td>6.3 Design situations <br \/> 6.3.1 General <br \/> 6.3.2 ULS situations <br \/> 6.3.3 SLS situations  <\/td>\n<\/tr>\n<tr>\n<td><b>270<b><\/td>\n<td>6.3.4 FLS situations <br \/> 6.3.5 ALS situations <br \/> 6.3.6 Temporary phases  <\/td>\n<\/tr>\n<tr>\n<td><b>271<b><\/td>\n<td>7 Actions and action effects <br \/> 7.1 General <br \/> 7.2 Permanent actions (G) <br \/> 7.3 Variable actions (Q) <br \/> 7.4 Environmental actions (Ee) <br \/> 7.4.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>272<b><\/td>\n<td>7.4.2 Environmental site-specific data  <\/td>\n<\/tr>\n<tr>\n<td><b>273<b><\/td>\n<td>7.4.3 Wind actions  <\/td>\n<\/tr>\n<tr>\n<td><b>275<b><\/td>\n<td>7.4.4 Current actions <br \/> 7.4.5 Wave actions  <\/td>\n<\/tr>\n<tr>\n<td><b>278<b><\/td>\n<td>7.4.6 Vortex-induced vibrations and motions  <\/td>\n<\/tr>\n<tr>\n<td><b>279<b><\/td>\n<td>7.4.7 Direct ice action <br \/> 7.4.8 Temperature effects <br \/> 7.4.9 Tidal effects <br \/> 7.4.10 Geotechnical hazards  <\/td>\n<\/tr>\n<tr>\n<td><b>280<b><\/td>\n<td>7.5 Accidental actions (A) <br \/> 7.5.1 General <br \/> 7.5.2 Collision <br \/> 7.5.3 Dropped objects <br \/> 7.5.4 Fire and blast  <\/td>\n<\/tr>\n<tr>\n<td><b>281<b><\/td>\n<td>7.6 Other actions <br \/> 7.6.1 Stationkeeping actions <br \/> 7.6.2 Sloshing actions <br \/> 7.7 Repetitive actions  <\/td>\n<\/tr>\n<tr>\n<td><b>282<b><\/td>\n<td>7.8 Action combinations <br \/> 8 Global analysis <br \/> 8.1 General <br \/> 8.2 Static and mean response analyses <br \/> 8.2.1 General <br \/> 8.2.2 Static equilibrium in still-water condition  <\/td>\n<\/tr>\n<tr>\n<td><b>283<b><\/td>\n<td>8.2.3 Mean response analysis <br \/> 8.3 Global dynamic behaviour <br \/> 8.3.1 General <br \/> 8.3.2 Analysis models  <\/td>\n<\/tr>\n<tr>\n<td><b>284<b><\/td>\n<td>8.3.3 Mass <br \/> 8.3.4 Damping <br \/> 8.3.5 Stiffness  <\/td>\n<\/tr>\n<tr>\n<td><b>285<b><\/td>\n<td>8.3.6 Action classification <br \/> 8.3.7 Turret moored systems <br \/> 8.4 Frequency domain analysis <br \/> 8.5 Time domain analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>286<b><\/td>\n<td>8.6 Uncoupled analysis <br \/> 8.7 Coupled analysis <br \/> 8.8 Resonant excitation and response <br \/> 8.9 Platform offset <br \/> 8.10 Air gap and wave crest assessment <br \/> 8.10.1 Air gap  <\/td>\n<\/tr>\n<tr>\n<td><b>287<b><\/td>\n<td>8.10.2 Wave crest effects <br \/> 8.11 Platform motions and accelerations  <\/td>\n<\/tr>\n<tr>\n<td><b>288<b><\/td>\n<td>8.12 Model tests <br \/> 8.13 Structural analysis <br \/> 8.13.1 General <br \/> 8.13.2 Short-term response analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>289<b><\/td>\n<td>8.13.3 Long-term response analysis <br \/> 8.13.4 Design wave analysis <br \/> 9 Structural modelling, analysis and design <br \/> 9.1 General <br \/> 9.2 Representative values of actions <br \/> 9.2.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>290<b><\/td>\n<td>9.2.2 Representative values of actions for operating phases <br \/> 9.2.3 Representative values of actions for temporary phases  <\/td>\n<\/tr>\n<tr>\n<td><b>291<b><\/td>\n<td>9.2.4 Actions at interfaces <br \/> 9.3 Scantlings <br \/> 9.4 Modelling <br \/> 9.4.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>292<b><\/td>\n<td>9.4.2 Global models <br \/> 9.4.3 Local models <br \/> 9.4.4 Response evaluation  <\/td>\n<\/tr>\n<tr>\n<td><b>293<b><\/td>\n<td>9.4.5 Model verification  <\/td>\n<\/tr>\n<tr>\n<td><b>294<b><\/td>\n<td>9.5 Structural analysis <br \/> 9.5.1 General principles <br \/> 9.5.2 Linear analysis <br \/> 9.5.3 Non-linear analysis  <\/td>\n<\/tr>\n<tr>\n<td><b>295<b><\/td>\n<td>9.5.4 Vibration analysis <br \/> 9.6 Structural strength <br \/> 9.6.1 Representative strength values  <\/td>\n<\/tr>\n<tr>\n<td><b>296<b><\/td>\n<td>9.6.2 Yield strength <br \/> 9.6.3 Buckling strength <br \/> 9.7 Design verification <br \/> 9.7.1 General <br \/> 9.7.2 SLS deflection limits <br \/> 9.7.3 Partial factor design format  <\/td>\n<\/tr>\n<tr>\n<td><b>298<b><\/td>\n<td>9.7.4 Working stress design format  <\/td>\n<\/tr>\n<tr>\n<td><b>299<b><\/td>\n<td>9.7.5 Reliability-based methods  <\/td>\n<\/tr>\n<tr>\n<td><b>300<b><\/td>\n<td>9.8 Special design issues <br \/> 9.8.1 General <br \/> 9.8.2 Slamming <br \/> 9.8.3 Green water <br \/> 9.8.4 Sloshing <br \/> 9.8.5 Wave impact on deck  <\/td>\n<\/tr>\n<tr>\n<td><b>301<b><\/td>\n<td>9.8.6 Local structure and components  <\/td>\n<\/tr>\n<tr>\n<td><b>302<b><\/td>\n<td>9.9 Materials <br \/> 9.9.1 General <br \/> 9.9.2 Material selection  <\/td>\n<\/tr>\n<tr>\n<td><b>303<b><\/td>\n<td>9.9.3 Through-thickness tension <br \/> 9.9.4 Aluminium substructures <br \/> 9.9.5 Cement grout <br \/> 9.9.6 Elastomeric material <br \/> 9.10 Corrosion protection of steel <br \/> 9.10.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>304<b><\/td>\n<td>9.10.2 Electrical bonding and isolation <br \/> 9.11 Fabrication and construction <br \/> 9.11.1 General <br \/> 9.11.2 Inspection and testing during fabrication and construction  <\/td>\n<\/tr>\n<tr>\n<td><b>305<b><\/td>\n<td>9.11.3 Fabrication details <br \/> 9.11.4 Welding <br \/> 9.12 Marine operations <br \/> 9.13 Topsides\/hull interface  <\/td>\n<\/tr>\n<tr>\n<td><b>306<b><\/td>\n<td>10 Fatigue analysis and design <br \/> 10.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>307<b><\/td>\n<td>10.2 Fatigue damage factors  <\/td>\n<\/tr>\n<tr>\n<td><b>308<b><\/td>\n<td>10.3 Outline of approach  <\/td>\n<\/tr>\n<tr>\n<td><b>309<b><\/td>\n<td>10.4 Metocean data for fatigue <br \/> 10.5 Structural modelling <br \/> 10.6 Hydrostatic analyses  <\/td>\n<\/tr>\n<tr>\n<td><b>310<b><\/td>\n<td>10.7 Response amplitude operators and combinations of actions <br \/> 10.8 Stresses and SCFs <br \/> 10.9 Stress range counting and distribution  <\/td>\n<\/tr>\n<tr>\n<td><b>311<b><\/td>\n<td>10.10 Fatigue resistance <br \/> 10.11 Damage accumulation <br \/> 10.12 Fracture mechanics methods <br \/> 10.13 Fatigue-sensitive components and connections  <\/td>\n<\/tr>\n<tr>\n<td><b>312<b><\/td>\n<td>11 Ship-shaped structures <br \/> 11.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>313<b><\/td>\n<td>11.2 General design criteria <br \/> 11.2.1 Collision protection <br \/> 11.2.2 Deckhouse requirements  <\/td>\n<\/tr>\n<tr>\n<td><b>314<b><\/td>\n<td>11.2.3 Sloshing <br \/> 11.2.4 Green water  <\/td>\n<\/tr>\n<tr>\n<td><b>315<b><\/td>\n<td>11.3 Structural strength <br \/> 11.3.1 General <br \/> 11.3.2 Scantlings <br \/> 11.3.3 ULS-a and ULS-b longitudinal strength design verification  <\/td>\n<\/tr>\n<tr>\n<td><b>317<b><\/td>\n<td>11.3.4 Local strength and details  <\/td>\n<\/tr>\n<tr>\n<td><b>318<b><\/td>\n<td>11.3.5 Topsides structural support  <\/td>\n<\/tr>\n<tr>\n<td><b>319<b><\/td>\n<td>11.3.6 Load monitoring <br \/> 12 Semi-submersibles <br \/> 12.1 General <br \/> 12.2 General design criteria <br \/> 12.2.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>320<b><\/td>\n<td>12.2.2 Limitations <br \/> 12.2.3 Damage tolerance <br \/> 12.3 Structural strength <br \/> 12.3.1 Critical connections <br \/> 12.3.2 Structural detailing <br \/> 13 Spars <br \/> 13.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>321<b><\/td>\n<td>13.2 General design requirements <br \/> 13.2.1 Model testing <br \/> 13.2.2 Static equilibrium position <br \/> 13.2.3 Global action effects  <\/td>\n<\/tr>\n<tr>\n<td><b>322<b><\/td>\n<td>13.2.4 Local action effects <br \/> 13.3 Structural strength <br \/> 13.3.1 Critical interfaces <br \/> 13.3.2 Fatigue <br \/> 13.3.3 Structural details <br \/> 14 Shallow-draught cylindrical structures <br \/> 14.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>323<b><\/td>\n<td>14.2 General design criteria <br \/> 14.2.1 Collision protection <br \/> 14.2.2 Deckhouse requirements <br \/> 14.2.3 Global response <br \/> 14.2.4 Local action effects  <\/td>\n<\/tr>\n<tr>\n<td><b>324<b><\/td>\n<td>14.2.5 Model testing <br \/> 14.2.6 Temporary phases <br \/> 14.2.7 In-service conditions  <\/td>\n<\/tr>\n<tr>\n<td><b>325<b><\/td>\n<td>14.3 Structural strength <br \/> 14.3.1 Global strength <br \/> 14.3.2 Local strength <br \/> 14.3.3 Capacity verification <br \/> 14.3.4 Fatigue  <\/td>\n<\/tr>\n<tr>\n<td><b>326<b><\/td>\n<td>14.4 Damage stability <br \/> 15 Conversion and re-use <br \/> 15.1 General <br \/> 15.2 Minimum design, construction and maintenance standards  <\/td>\n<\/tr>\n<tr>\n<td><b>327<b><\/td>\n<td>15.3 Pre-conversion structural survey <br \/> 15.4 Effects of prior service <br \/> 15.4.1 General <br \/> 15.4.2 Ship-shaped structures  <\/td>\n<\/tr>\n<tr>\n<td><b>328<b><\/td>\n<td>15.4.3 Semi-submersibles <br \/> 15.4.4 Fatigue damage from prior service <br \/> 15.4.5 Repair of defects, dents, pitting, grooving and cracks <br \/> 15.5 Corrosion protection and material suitability <br \/> 15.5.1 Corrosion protection <br \/> 15.5.2 Material suitability  <\/td>\n<\/tr>\n<tr>\n<td><b>329<b><\/td>\n<td>15.6 Addition of new components <br \/> 15.7 Inspection and maintenance <br \/> 16 Stability, watertight integrity and compartmentation <br \/> 16.1 General <br \/> 16.2 Inclining test  <\/td>\n<\/tr>\n<tr>\n<td><b>330<b><\/td>\n<td>16.3 Compartmentation <br \/> 16.4 Watertight and weathertight appliances  <\/td>\n<\/tr>\n<tr>\n<td><b>331<b><\/td>\n<td>16.5 Damage stability <br \/> 17 Mechanical systems <br \/> 17.1 General <br \/> 17.2 Hull systems <br \/> 17.2.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>332<b><\/td>\n<td>17.2.2 Bilge system  <\/td>\n<\/tr>\n<tr>\n<td><b>334<b><\/td>\n<td>17.2.3 Ballast system  <\/td>\n<\/tr>\n<tr>\n<td><b>336<b><\/td>\n<td>17.2.4 Tank sounding and venting system  <\/td>\n<\/tr>\n<tr>\n<td><b>337<b><\/td>\n<td>17.2.5 Cargo handling system  <\/td>\n<\/tr>\n<tr>\n<td><b>338<b><\/td>\n<td>17.2.6 Inert gas system  <\/td>\n<\/tr>\n<tr>\n<td><b>339<b><\/td>\n<td>17.2.7 Crude oil washing system <br \/> 17.2.8 Production vent\/flare systems  <\/td>\n<\/tr>\n<tr>\n<td><b>340<b><\/td>\n<td>17.2.9 Electrical systems <br \/> 17.3 Import and export systems <br \/> 17.3.1 General <br \/> 17.3.2 Riser functions  <\/td>\n<\/tr>\n<tr>\n<td><b>341<b><\/td>\n<td>17.3.3 Export systems  <\/td>\n<\/tr>\n<tr>\n<td><b>343<b><\/td>\n<td>17.3.4 Material handling  <\/td>\n<\/tr>\n<tr>\n<td><b>344<b><\/td>\n<td>17.3.5 Lifting appliances <br \/> 17.4 Fire protection systems <br \/> 17.4.1 General <br \/> 17.4.2 Structural fire protection systems <br \/> 17.4.3 Firewater systems  <\/td>\n<\/tr>\n<tr>\n<td><b>345<b><\/td>\n<td>17.4.4 Fixed fire-extinguishing systems <br \/> 17.4.5 Alarms <br \/> 18 Stationkeeping systems <br \/> 18.1 General <br \/> 18.2 Mooring equipment <br \/> 18.2.1 Winches  <\/td>\n<\/tr>\n<tr>\n<td><b>346<b><\/td>\n<td>18.2.2 Fairleads and chain stoppers <br \/> 18.2.3 Monitoring and control equipment <br \/> 18.3 Turret <br \/> 18.3.1 General <br \/> 18.3.2 Turret structure  <\/td>\n<\/tr>\n<tr>\n<td><b>347<b><\/td>\n<td>18.3.3 Bearing system  <\/td>\n<\/tr>\n<tr>\n<td><b>348<b><\/td>\n<td>18.3.4 Turning and locking systems <br \/> 18.4 Disconnectable structures <br \/> 18.4.1 General <br \/> 18.4.2 Categorization  <\/td>\n<\/tr>\n<tr>\n<td><b>349<b><\/td>\n<td>18.4.3 Threshold events <br \/> 18.4.4 Operational mode <br \/> 18.4.5 Connected mode  <\/td>\n<\/tr>\n<tr>\n<td><b>350<b><\/td>\n<td>18.4.6 Disconnected mode <br \/> 19 In-service inspection, monitoring and maintenance <br \/> 19.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>351<b><\/td>\n<td>19.2 Structural integrity management system philosophies <br \/> 19.2.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>352<b><\/td>\n<td>19.2.2 Database development and data acquisition  <\/td>\n<\/tr>\n<tr>\n<td><b>353<b><\/td>\n<td>19.2.3 Evaluation <br \/> 19.2.4 Planning  <\/td>\n<\/tr>\n<tr>\n<td><b>354<b><\/td>\n<td>19.2.5 Implementation <br \/> 19.3 Planning considerations <br \/> 19.3.1 General <br \/> 19.3.2 Inspection categories  <\/td>\n<\/tr>\n<tr>\n<td><b>355<b><\/td>\n<td>19.4 Implementation issues <br \/> 19.4.1 Personnel qualifications  <\/td>\n<\/tr>\n<tr>\n<td><b>356<b><\/td>\n<td>19.4.2 Equipment certification <br \/> 19.4.3 Inspection programmes  <\/td>\n<\/tr>\n<tr>\n<td><b>357<b><\/td>\n<td>19.4.4 Preparations for inspections  <\/td>\n<\/tr>\n<tr>\n<td><b>358<b><\/td>\n<td>19.4.5 Inspection results and actions <br \/> 19.4.6 Maintenance programmes <br \/> 19.4.7 Monitoring programmes <br \/> 19.5 Minimum requirements <br \/> 19.5.1 General <br \/> 19.5.2 Minimum inspection requirements for main structure  <\/td>\n<\/tr>\n<tr>\n<td><b>361<b><\/td>\n<td>19.5.3 Minimum inspection requirements for structural and non-structural attachments  <\/td>\n<\/tr>\n<tr>\n<td><b>362<b><\/td>\n<td>19.5.4 Inspection results and actions <br \/> 19.5.5 Tank testing and watertightness  <\/td>\n<\/tr>\n<tr>\n<td><b>363<b><\/td>\n<td>20 Assessment of existing floating structures <br \/> 20.1 General <br \/> 20.2 Assessment procedures <br \/> 20.2.1 Scope of assessment <br \/> 20.2.2 Assessment conditions <br \/> 20.2.3 Assessment procedure  <\/td>\n<\/tr>\n<tr>\n<td><b>364<b><\/td>\n<td>20.2.4 Acceptance criteria <br \/> 20.3 Mitigation  <\/td>\n<\/tr>\n<tr>\n<td><b>366<b><\/td>\n<td>21 Other hulls <br \/> 21.1 General <br \/> 21.2 Structural steel design <br \/> 21.3 Stability and watertight integrity  <\/td>\n<\/tr>\n<tr>\n<td><b>367<b><\/td>\n<td>Annex A (informative) Additional information and guidance  <\/td>\n<\/tr>\n<tr>\n<td><b>438<b><\/td>\n<td>Bibliography  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Tracked Changes. Petroleum and natural gas industries. Floating offshore structures &#8211; Ship-shaped, semi-submersible, spar and shallow-draught cylindrical structures<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/bsi\/\"><b>BSI<\/b><\/a><\/td>\n<td>2020<\/td>\n<td>447<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":219517,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1079,2641],"product_tag":[],"class_list":{"0":"post-219513","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\/219513","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\/219517"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=219513"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=219513"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=219513"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}