{"id":218884,"date":"2024-10-19T14:12:09","date_gmt":"2024-10-19T14:12:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-19905-12016\/"},"modified":"2024-10-25T07:28:42","modified_gmt":"2024-10-25T07:28:42","slug":"bs-en-iso-19905-12016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-19905-12016\/","title":{"rendered":"BS EN ISO 19905-1:2016"},"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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nEuropean Foreword <\/td>\n<\/tr>\n
11<\/td>\n1 Scope <\/td>\n<\/tr>\n
12<\/td>\n2 Normative references
3 Terms and definitions <\/td>\n<\/tr>\n
23<\/td>\n4 Symbols and abbreviated terms
4.1 Symbols <\/td>\n<\/tr>\n
25<\/td>\n4.2 Abbreviated terms <\/td>\n<\/tr>\n
26<\/td>\n5 Overall considerations
5.1 General
5.1.1 Competency
5.1.2 Planning
5.1.3 Assessment situations and associated criteria
5.1.4 Reporting
5.1.5 Regulations
5.2 Assessment approach <\/td>\n<\/tr>\n
29<\/td>\n5.3 Selection of limit states <\/td>\n<\/tr>\n
30<\/td>\n5.4 Determination of assessment situations
5.4.1 General
5.4.2 Reaction point and foundation fixity
5.4.3 Extreme storm event approach angle
5.4.4 Weights and centre of gravity
5.4.5 Hull elevation <\/td>\n<\/tr>\n
31<\/td>\n5.4.6 Leg length reserve
5.4.7 Adjacent structures
5.4.8 Other
5.5 Exposure levels
5.5.1 General
5.5.2 Life-safety categories <\/td>\n<\/tr>\n
32<\/td>\n5.5.3 Consequence categories <\/td>\n<\/tr>\n
34<\/td>\n5.5.4 Determination of exposure level <\/td>\n<\/tr>\n
35<\/td>\n5.6 Analytical tools
6 Data to assemble for each site
6.1 Applicability
6.2 Jack-up data
6.3 Site and operational data <\/td>\n<\/tr>\n
36<\/td>\n6.4 Metocean data <\/td>\n<\/tr>\n
37<\/td>\n6.5 Geophysical and geotechnical data
6.6 Earthquake data
7 Actions
7.1 Applicability <\/td>\n<\/tr>\n
38<\/td>\n7.2 General
7.3 Metocean actions
7.3.1 General
7.3.2 Hydrodynamic model
7.3.3 Wave and current actions <\/td>\n<\/tr>\n
39<\/td>\n7.3.4 Wind actions
7.4 Functional actions
7.5 Displacement dependent effects
7.6 Dynamic effects
7.7 Earthquakes
7.8 Other actions <\/td>\n<\/tr>\n
40<\/td>\n8 Structural modelling
8.1 Applicability
8.2 Overall considerations
8.2.1 General
8.2.2 Modelling philosophy
8.2.3 Levels of FE modelling <\/td>\n<\/tr>\n
41<\/td>\n8.3 Modelling the leg
8.3.1 General
8.3.2 Detailed leg
8.3.3 Equivalent leg (stick model)
8.3.4 Combination of detailed and equivalent leg
8.3.5 Stiffness adjustment
8.3.6 Leg inclination
8.4 Modelling the hull
8.4.1 General <\/td>\n<\/tr>\n
42<\/td>\n8.4.2 Detailed hull model
8.4.3 Equivalent hull model
8.5 Modelling the leg-to-hull connection
8.5.1 General
8.5.2 Guide systems
8.5.3 Elevating system
8.5.4 Fixation system
8.5.5 Shock pad ( floating jacking systems
8.5.6 Jackcase and associated bracing
8.5.7 Equivalent leg-to-hull stiffness
8.6 Modelling the spudcan and foundation
8.6.1 Spudcan structure <\/td>\n<\/tr>\n
43<\/td>\n8.6.2 Seabed reaction point
8.6.3 Foundation modelling
8.7 Mass modelling <\/td>\n<\/tr>\n
44<\/td>\n8.8 Application of actions
8.8.1 Assessment actions
8.8.1.1 General
8.8.1.2 Two-stage deterministic storm analysis <\/td>\n<\/tr>\n
45<\/td>\n8.8.1.3 Stochastic storm analysis
8.8.1.4 Earthquake analysis
8.8.2 Functional actions due to fixed load and variable load <\/td>\n<\/tr>\n
46<\/td>\n8.8.3 Hull sagging
8.8.4 Metocean actions
8.8.5 Inertial actions
8.8.6 Large displacement effects
8.8.7 Conductor actions
8.8.8 Earthquake actions <\/td>\n<\/tr>\n
47<\/td>\n9 Foundations
9.1 Applicability
9.2 General
9.3 Geotechnical analysis of independent leg foundations
9.3.1 Foundation modelling and assessment <\/td>\n<\/tr>\n
48<\/td>\n9.3.2 Leg penetration during preloading
9.3.3 Yield interaction <\/td>\n<\/tr>\n
49<\/td>\n9.3.4 Foundation stiffnesses
9.3.5 Vertical-horizontal foundation capacity envelopes
9.3.6 Acceptance checks <\/td>\n<\/tr>\n
51<\/td>\n9.4 Other considerations
9.4.1 Skirted spudcans
9.4.2 Hard sloping strata
9.4.3 Footprint considerations
9.4.4 Leaning instability <\/td>\n<\/tr>\n
52<\/td>\n9.4.5 Leg extraction difficulties
9.4.6 Cyclic mobility
9.4.7 Scour
9.4.8 Spudcan interaction with adjacent infrastructure
9.4.9 Geohazards
9.4.10 Carbonate material <\/td>\n<\/tr>\n
53<\/td>\n10 Structural response
10.1 Applicability
10.2 General considerations
10.3 Types of analyses and associated methods <\/td>\n<\/tr>\n
54<\/td>\n10.4 Common parameters
10.4.1 General
10.4.2 Natural periods and affecting factors
10.4.2.1 General
10.4.2.2 Stiffness
10.4.2.3 Mass <\/td>\n<\/tr>\n
55<\/td>\n10.4.2.4 Variability in natural period
10.4.2.5 Cancellation and reinforcement
10.4.3 Damping
10.4.4 Foundations <\/td>\n<\/tr>\n
56<\/td>\n10.4.5 Storm excitation
10.5 Storm analysis
10.5.1 General
10.5.2 Two-stage deterministic storm analysis <\/td>\n<\/tr>\n
57<\/td>\n10.5.3 Stochastic storm analysis <\/td>\n<\/tr>\n
58<\/td>\n10.5.4 Initial leg inclination
10.5.5 Limit state checks
10.6 Fatigue analysis
10.7 Earthquake analysis <\/td>\n<\/tr>\n
59<\/td>\n10.8 Accidental situations
10.9 Alternative analysis methods
10.9.1 Ultimate strength analysis <\/td>\n<\/tr>\n
60<\/td>\n10.9.2 Types of analysis
11 Long-term applications
11.1 Applicability
11.2 Assessment data <\/td>\n<\/tr>\n
61<\/td>\n11.3 Special requirements
11.3.1 Fatigue assessment
11.3.2 Weight control
11.3.3 Corrosion protection
11.3.4 Marine growth
11.3.5 Foundations
11.4 Survey requirements <\/td>\n<\/tr>\n
62<\/td>\n12 Structural strength
12.1 Applicability
12.1.1 General
12.1.2 Truss type legs
12.1.3 Other leg types
12.1.4 Fixation system and\/or elevating system <\/td>\n<\/tr>\n
63<\/td>\n12.1.5 Spudcan strength including connection to the leg
12.1.6 Overview of the assessment procedure
12.2 Classification of member cross-sections
12.2.1 Member types
12.2.2 Material yield strength
12.2.3 Classification definitions <\/td>\n<\/tr>\n
64<\/td>\n12.3 Section properties of non-circular prismatic members
12.3.1 General
12.3.2 Plastic and compact sections
12.3.3 Semi-compact sections
12.3.4 Slender sections
12.3.5 Cross-section properties for the assessment <\/td>\n<\/tr>\n
65<\/td>\n12.4 Effects of axial force on bending moment
12.5 Strength of tubular members
12.6 Strength of non-circular prismatic members
12.7 Assessment of joints
13 Acceptance criteria
13.1 Applicability
13.1.1 General <\/td>\n<\/tr>\n
66<\/td>\n13.1.2 Ultimate limit states
13.1.3 Serviceability and accidental limit states
13.1.4 Fatigue limit states
13.2 General formulation of the assessment check <\/td>\n<\/tr>\n
67<\/td>\n13.3 Leg strength assessment
13.4 Spudcan strength assessment
13.5 Holding system strength assessment <\/td>\n<\/tr>\n
68<\/td>\n13.6 Hull elevation assessment
13.7 Leg length reserve assessment
13.8 Overturning stability assessment <\/td>\n<\/tr>\n
69<\/td>\n13.9 Foundation integrity assessment
13.9.1 Foundation capacity check <\/td>\n<\/tr>\n
70<\/td>\n13.9.2 Displacement check
13.10 Interaction with adjacent infrastructure
13.11 Temperatures <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Petroleum and natural gas industries. Site-specific assessment of mobile offshore units – Jack-ups<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2016<\/td>\n334<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218888,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1079,2641],"product_tag":[],"class_list":{"0":"post-218884","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\/218884","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\/218888"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218884"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218884"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218884"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}