• 09/30210211 DC : 0

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

    BS EN ISO 19905-1 - PETROLEUM AND NATURAL GAS INDUSTRIES - SITE-SPECIFIC ASSESSMENT OF MOBILE OFFSHORE UNITS - PART 1: JACK-UPS

    Available format(s):  Hardcopy, PDF

    Superseded date:  30-09-2012

    Language(s):  English

    Published date: 

    Publisher:  British Standards Institution

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    Table of Contents - (Show below) - (Hide below)

    Foreword
    Introduction
    1 Scope
    2 Normative references
    3 Terms and definitions
    4 Abbreviated terms and symbols
       4.1 Abbreviated terms
       4.2 Symbols used in Clause 8
       4.3 Symbols used in Clause 9
       4.4 Symbols used in Clause 10
       4.5 Symbols used in Clause 12
       4.6 Symbols used in Clause 13
    5 Overall considerations
       5.1 General
       5.2 Assessment approach
       5.3 Selection of limit states
       5.4 Determination of assessment situations
       5.5 Exposure levels
       5.6 Analytical tools
    6 Data to be assembled for each site
       6.1 Applicability
       6.2 Rig data
       6.3 Site data
       6.4 Metocean data
       6.5 Geophysical and geotechnical data
       6.6 Earthquake data
    7 Actions
       7.1 Applicability
       7.2 General
       7.3 Metocean actions
       7.4 Functional actions
       7.5 Displacement dependent effects
       7.6 Dynamic effects
       7.7 Earthquakes
       7.8 Other actions
    8 Structural modelling
       8.1 Applicability
       8.2 Overall considerations
       8.3 Modelling the leg
       8.4 Modelling the hull
       8.5 Modelling the leg/hull connection
       8.6 Modelling the spudcan and foundation
       8.7 Mass modelling
       8.8 Application of actions
    9 Foundations
       9.1 Applicability
       9.2 General
       9.3 Geotechnical analysis of independent leg foundations
       9.4 Other considerations
    10 Structural response
       10.1 Applicability
       10.2 General considerations
       10.3 Types of analyses and associated methods
       10.4 Common parameters
       10.5 Storm analysis
       10.6 Fatigue
       10.7 Earthquake
       10.8 Accidental situations
       10.9 Alternative analysis methods
    11 Long-term applications
       11.1 Applicability
       11.2 Assessment data
       11.3 Special requirements
       11.4 Survey requirements
    12 Structural strength
       12.1 Applicability
       12.2 Classification of member cross-sections
       12.3 Section properties
       12.4 Effects of axial force on bending moment
       12.5 Strength of tubular members
       12.6 Strength of prismatic members
       12.7 Assessment of joints
    13 Acceptance criteria
       13.1 Applicability
       13.2 General formulation
       13.3 Leg strength
       13.4 Spudcan strength
       13.5 Holding system strength
       13.6 Hull elevation
       13.7 Leg length reserve
       13.8 Overturning stability
       13.9 Foundation Integrity
       13.10 Temperatures
    Annex A (informative) - Recommendations and information
       A.1 Scope
       A.2 Normative references
       A.3 Terms and definitions
       A.4 Symbols
       A.5 Overall considerations
       A.6 Data to be assembled for each site
       A.7 Actions
       A.8 Structural modelling
       A.9 Foundations
       A.10 Structural response
       A.11 Long-term applications
       A.12 Structural strength
       A.13 Acceptance checks
    Annex B (normative) - Summary of partial action and
            resistance factors
    Annex C (informative) - Structural modelling and response
            analysis - additional information
       C.1 Guidance on 8.5: Modelling the leg/hull
             connections
       C.2 Guidance on A.10.4.2.1: General
       C.3 Guidance on A.10.4.2.4: Variability in natural period
       C.4 Guidance on A.10.4.3.3: SDOF hysteretic damping
       C.5 Guidance on A.10.5.3.2: Methods for determining
             the MPME
    Annex D (informative) - Foundations: Recommendations for the
            acquisition of site specific geotechnical data
       D.1 Recommendations for the acquisition of
             site specific geotechnical data
    Annex E (informative) - Foundations: Additional information
            and alternative approaches
       E.1 Guidance on A.9.3.2.3: Penetration in clays - bearing
             capacity factors of Houlsby and Martin
       E.2 Guidance on A.9.3.2.4: Penetration in silica sands
       E.3 Guidance on A. 9.3.2.7.4: Punch-through on: Sand
             overlying clay: further details on alternate methods
    Annex F (informative) - Informative annex on A.12: Structural
            strength
       F.1 Guidance on A.12.6.2.4: Axial compressive column
             buckling strength
       F.2 Guidance on A.12.6.3.2: The interaction equation
             approach - determination of eta
       F.3 Guidance on A.12.6.3.3: The interaction surface approach
    Annex G (informative) - Contents list for typical site assessment
            report
       G.1 General
       G.2 Jack-up and location:
       G.3 Data check:
       G.4 Site assessment results summary
       G.5 Jack-up data:
       G.7 Arrangements at location
       G.9 Metocean conditions
       G.11 Site investigation
       G.12 Site hazards
       G.13 Soils
       G.14 Analysis path/route/assumptions
       G.16 Spudcan fixity used in analysis
       G.18 Earthquake analysis
       G.19 Accidental situations
       G.20 Intermediate results
       G.21 Analysis results (utilisation checks)
    Bibliography

    General Product Information - (Show below) - (Hide below)

    Comment Closes On
    Committee B/525/12
    Document Type Draft
    Publisher British Standards Institution
    Status Superseded
    Superseded By

    Standards Referencing This Book - (Show below) - (Hide below)

    ISO 19901-2:2017 Petroleum and natural gas industries Specific requirements for offshore structures Part 2: Seismic design procedures and criteria
    ISO 19900:2013 Petroleum and natural gas industries General requirements for offshore structures
    API 2V : 2004 DESIGN OF FLAT PLATE STRUCTURES
    ISO 19901-4:2016 Petroleum and natural gas industries Specific requirements for offshore structures Part 4: Geotechnical and foundation design considerations
    AISC 360 : 2016 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
    ISO 19902:2007 Petroleum and natural gas industries Fixed steel offshore structures
    ASCE 21 05 : 2006 AUTOMATED PEOPLE MOVER STANDARDS - PART 1
    API 2U : 2004 BULLETIN ON STABILITY DESIGN OF CYLINDRICAL SHELLS
    API 2A LRFD : 1993 RECOMMENDED PRACTICE FOR PLANNING, DESIGNING AND CONSTRUCTING FIXED OFFSHORE PLATFORMS - LOAD AND RESISTANCE FACTOR DESIGN
    ISO 19901-1:2015 Petroleum and natural gas industries Specific requirements for offshore structures Part 1: Metocean design and operating considerations
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