{"id":255283,"date":"2024-10-19T16:52:30","date_gmt":"2024-10-19T16:52:30","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-iec-ts-61400-3-22019\/"},"modified":"2024-10-25T12:19:21","modified_gmt":"2024-10-25T12:19:21","slug":"bsi-pd-iec-ts-61400-3-22019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-iec-ts-61400-3-22019\/","title":{"rendered":"BSI PD IEC TS 61400-3-2:2019"},"content":{"rendered":"

This part of IEC 61400, which is a technical specification, specifies additional requirements for assessment of the external conditions at a floating offshore wind turbine (FOWT) site and specifies essential design requirements to ensure the engineering integrity of FOWTs. Its purpose is to provide an appropriate level of protection against damage from all hazards during the planned lifetime.<\/p>\n

This document focuses on the engineering integrity of the structural components of a FOWT but is also concerned with subsystems such as control and protection mechanisms, internal electrical systems and mechanical systems.<\/p>\n

A wind turbine is considered as a FOWT if the floating substructure is subject to hydrodynamic loading and supported by buoyancy and a station-keeping system. A FOWT encompasses five principal subsystems: the RNA, the tower, the floating substructure, the station-keeping system and the on-board machinery, equipment and systems that are not part of the RNA.<\/p>\n

The following types of floating substructures are explicitly considered within the context of this document:<\/p>\n

    \n
  1. \n

    ship-shaped structures and barges,<\/p>\n<\/li>\n

  2. \n

    semi-submersibles (Semi),<\/p>\n<\/li>\n

  3. \n

    spar buoys (Spar),<\/p>\n<\/li>\n

  4. \n

    tension-leg platforms\/buoys (TLP \/ TLB).<\/p>\n<\/li>\n<\/ol>\n

    In addition to the structural types listed above, this document generally covers other floating platforms intended to support wind turbines. These other structures can have a great range of variability in geometry and structural forms 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 design. In all the above cases, conformity with this document will require that the design is based upon its underpinning principles and achieves a level of safety equivalent, or superior, to the level implicit in it.<\/p>\n

    This document is applicable to unmanned floating structures with one single horizontal axis turbine. Additional considerations might be needed for multi-turbine units on a single floating substructure, vertical-axis wind turbines, or combined wind\/wave energy systems.<\/p>\n

    This document is to be used together with the appropriate IEC and ISO standards mentioned in Clause 2. In particular, this document is intended to be fully consistent with the requirements of IEC 61400-1 and IEC 61400-3-1. The safety level of the FOWT designed according to this document is to be at or exceed the level inherent in IEC 61400-1 and IEC 61400-3-1.<\/p>\n

    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
    PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
    2<\/td>\nundefined <\/td>\n<\/tr>\n
    4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
    7<\/td>\nFOREWORD <\/td>\n<\/tr>\n
    9<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
    10<\/td>\n1 Scope
    2 Normative references <\/td>\n<\/tr>\n
    11<\/td>\n3 Terms and definitions <\/td>\n<\/tr>\n
    13<\/td>\nFigures
    Figure 1 \u2013 Parts of a floating offshore wind turbine (FOWT) <\/td>\n<\/tr>\n
    14<\/td>\n4 Symbols and abbreviated terms
    4.1 Symbols and units
    4.2 Abbreviations
    5 Principal elements
    5.2 Design methods <\/td>\n<\/tr>\n
    15<\/td>\nFigure 2 \u2013 Design process for a floating offshore wind turbine (FOWT) <\/td>\n<\/tr>\n
    16<\/td>\n5.6 Support structure markings
    6 External conditions \u2013 definition and assessment
    6.1 General
    6.1.2 Wind conditions
    6.3.3 Marine conditions <\/td>\n<\/tr>\n
    17<\/td>\n6.3.5 Other environmental conditions
    7 Structural design
    7.1 General
    7.3 Loads
    7.3.2 Gravitational and inertial loads
    7.3.3 Aerodynamic loads
    7.3.5 Hydrodynamic loads
    7.3.6 Sea\/lake ice loads <\/td>\n<\/tr>\n
    18<\/td>\n7.3.7 Other loads
    7.4 Design situations and load cases <\/td>\n<\/tr>\n
    19<\/td>\nTables
    Table 2 \u2013 FOWT specific design load cases <\/td>\n<\/tr>\n
    20<\/td>\n7.5 Load and load effect calculations
    7.5.1 General
    7.5.2 Relevance of hydrodynamic loads
    7.5.3 Calculation of hydrodynamic loads <\/td>\n<\/tr>\n
    21<\/td>\n7.5.4 Calculation of sea\/lake ice loads
    7.5.6 Simulation requirements <\/td>\n<\/tr>\n
    23<\/td>\n7.5.7 Other requirements
    7.6 Ultimate limit state analysis
    7.6.1 General <\/td>\n<\/tr>\n
    24<\/td>\n7.6.3 Fatigue failure
    7.6.6 Working stress design method <\/td>\n<\/tr>\n
    25<\/td>\n7.6.7 Serviceability analysis
    8 Control system
    Table 4 \u2013 Safety factor for yield stress <\/td>\n<\/tr>\n
    26<\/td>\n9 Mechanical systems
    10 Electrical systems
    11 Foundation and substructure design
    12 Assembly, installation and erection
    12.1 General
    12.2 General <\/td>\n<\/tr>\n
    27<\/td>\n12.3 Planning
    12.13 Floating specific items
    13 Commissioning, operation and maintenance
    13.1 General
    13.3 Instructions concerning commissioning
    13.4 Operator\u2019s instruction manual
    13.4.1 General
    13.4.6 Emergency procedures plan
    13.5 Maintenance manual
    14 Stationkeeping systems <\/td>\n<\/tr>\n
    28<\/td>\n15 Floating stability
    15.1 General
    15.2 Intact static stability criteria
    15.3 Alternative intact stability criteria based on dynamic-response
    15.4 Damage stability criteria <\/td>\n<\/tr>\n
    29<\/td>\n16 Materials
    17 Marine support systems
    17.1 General
    17.2 Bilge system
    17.3 Ballast system <\/td>\n<\/tr>\n
    30<\/td>\nAnnexes
    Annex A (informative)Key design parameters for a floating offshore wind turbine
    A.1 Floating offshore wind turbine identifiers
    A.1.1 General
    A.1.2 Rotor nacelle assembly (machine) parameters
    A.1.3 Support structure parameters <\/td>\n<\/tr>\n
    31<\/td>\nA.1.4 Wind conditions (based on a 10-min reference period and including wind farm wake effects where relevant)
    A.1.5 Marine conditions (based on a 3-hour reference period where relevant) <\/td>\n<\/tr>\n
    32<\/td>\nA.1.6 Electrical network conditions at turbine
    A.2 Other environmental conditions <\/td>\n<\/tr>\n
    33<\/td>\nA.3 Limiting conditions for transport, installation and maintenance <\/td>\n<\/tr>\n
    34<\/td>\nAnnex B (informative)Shallow water hydrodynamics and breaking waves <\/td>\n<\/tr>\n
    35<\/td>\nAnnex C (informative)Guidance on calculation of hydrodynamic loads <\/td>\n<\/tr>\n
    36<\/td>\nAnnex D (informative)Recommendations for design of floating offshore wind turbine support structures with respect to ice loads <\/td>\n<\/tr>\n
    37<\/td>\nAnnex E (informative)Floating offshore wind turbine foundation and substructure design <\/td>\n<\/tr>\n
    38<\/td>\nAnnex F (informative)Statistical extrapolation of operational metocean parameters for ultimate strength analysis <\/td>\n<\/tr>\n
    39<\/td>\nAnnex G (informative)Corrosion protection <\/td>\n<\/tr>\n
    40<\/td>\nAnnex H (informative)Prediction of extreme wave heights during tropical cyclones <\/td>\n<\/tr>\n
    41<\/td>\nAnnex I (informative)Recommendations for alignment of safety levels in tropical cyclone regions <\/td>\n<\/tr>\n
    42<\/td>\nAnnex J (informative)Earthquakes <\/td>\n<\/tr>\n
    43<\/td>\nAnnex K (informative)Model tests <\/td>\n<\/tr>\n
    45<\/td>\nAnnex L (informative)Tsunamis
    L.1 General
    L.2 Numerical model of tsunami [3],[4] <\/td>\n<\/tr>\n
    47<\/td>\nL.3 Evaluation of variance of water surface elevation and current velocity [5]
    Figure L.1 \u2013 The calculated result of Equation (L.8) <\/td>\n<\/tr>\n
    48<\/td>\nL.4 Reference documents <\/td>\n<\/tr>\n
    49<\/td>\nAnnex M (informative)Non-redundant stationkeeping system <\/td>\n<\/tr>\n
    50<\/td>\nAnnex N (informative)Differing limit state methods in wind and offshore standards <\/td>\n<\/tr>\n
    51<\/td>\nTable N.1 \u2013 Mapping of limit states and load cases in ISO 19904-1,Table 4 and load cases from IEC TS 61400-3-2 <\/td>\n<\/tr>\n
    52<\/td>\nAnnex O (informative)Application of non-standard duration extreme operating gusts <\/td>\n<\/tr>\n
    53<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

    Wind energy generation systems – Design requirements for floating offshore wind turbines<\/b><\/p>\n\n\n\n\n
    Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
    BSI<\/b><\/a><\/td>\n2019<\/td>\n54<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":255289,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2641],"product_tag":[],"class_list":{"0":"post-255283","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-bsi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/255283","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\/255289"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=255283"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=255283"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=255283"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}