{"id":218612,"date":"2024-10-19T14:10:59","date_gmt":"2024-10-19T14:10:59","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-cen-iso-tr-19905-22013\/"},"modified":"2024-10-25T07:26:07","modified_gmt":"2024-10-25T07:26:07","slug":"bsi-pd-cen-iso-tr-19905-22013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-cen-iso-tr-19905-22013\/","title":{"rendered":"BSI PD CEN ISO\/TR 19905-2:2013"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Scope References Terms and definitions Symbols Symbols for Clause 6 <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Symbols for Clause 7 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Symbols for Clause 8 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Symbols for Clause 9 Symbols for Clause 10 <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Symbols for Clause 12 Commentary on ISO\u00a019905-1:2012, Clauses 5 and A.5 Commentary on ISO 19905-1:2012, Clauses 6 and A.6 TR.6.4.1 Metocean data\u00a0\u2014 General TR.6.4.2 Waves TR.6.4.2.2 Extreme wave height <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | TR.6.4.2.3 Deterministic waves <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | TR.6.4.2.3.1 Comparison of wave loads obtained using differ <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | TR.6.4.2.4 Wave crest elevation TR.6.4.2.5 Wave spectrum <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | TR.6.4.2.6 Airy wave height correction for stochastic analy <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | TR.6.4.2.8 Short-crested stochastic waves TR.6.4.2.8.1 Directional spreading functions according to SN <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | TR.6.4.2.8.2 Directional spreading functions according to I <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | TR.6.4.2.8.3 Comparison of directional spreading functions <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | TR.6.4.3 Current TR.6.4.4 Water depths <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | TR.6.4.5 Wind TR.6.4.5.1 General <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Commentary to ISO\u00a019905-1:2012, Clauses 7 and A.7 TR.7.1 Scope TR.7.3.2 Hydrodynamic model TR.7.3.2.1 General TR.7.3.2.1.1 Length of members TR.7.3.2.1.2 Spudcan TR.7.3.2.1.3 Shielding and solidification <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | TR.7.3.2.2 \u201cDetailed\u201d leg model TR.7.3.2.3 \u201cEquivalent\u201d leg model TR.7.3.2.3.1 Equivalent drag coefficient <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | TR.7.3.2.3.2 Equivalent inertia coefficient TR.7.3.2.4 Drag and inertia coefficients TR.7.3.2.4.1 General <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | TR.7.3.2.4.2 Hydrodynamic coefficients for tubulars TR.7.3.2.4.2.1 General <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | TR.7.3.2.4.2.2 Literature survey and recommended values <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | TR.7.3.2.4.2.3 Marine growth dependence <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | TR.7.3.2.4.2.4 Definition of relevant parameters TR.7.3.2.4.2.5 Dependence on roughness <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | TR.7.3.2.4.2.6 Keulegan-Carpenter number dependence <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | TR.7.3.2.4.2.7 Reynolds number dependence <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | TR.7.3.2.4.3 Hydrodynamic coefficients for gussets TR.7.3.2.4.4 Hydrodynamic coefficients for chords TR.7.3.2.4.4.1 Split tube chords <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | TR.7.3.2.4.4.2 Triangular chords <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | TR.7.3.2.4.5 Other shapes <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | TR.7.3.2.5 Marine growth TR.7.3.3 Wave and current actions TR.7.3.3.2 Hydrodynamic actions TR.7.3.3.2.1 Morison equation <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | TR.7.3.3.2.2 Drag action <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | TR.7.3.3.2.3 Inertia actions <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | TR.7.3.3.3 Wave models TR.7.3.3.3.1 Deterministic waves TR.7.3.3.3.2 Stochastic waves <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | TR.7.3.3.4 Current TR.7.3.3.4.1 – General TR.7.3.3.4.2 Combination with wave particle velocities TR.7.3.3.4.3 Reduction of current by the actuator disc form <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | TR.7.3.3.4.4 Current stretching TR.7.3.4 Wind actions TR.7.3.3 Wave and current actions\ufffdTR.7.3.4 Wind actions <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | APPENDIX TR.7.A : Example of equivalent model computations <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | APPENDIX TR.7.B: Comparison cases to assess implications of <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | APPENDIX TR.7.C: Comparison of test results for chords <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | Commentary to ISO\u00a019905-1:2012, Clauses 8 and A.8 TR A.8.8.6 Derivation of the alternative simplified negativ TR A.8.8.6.1 Summary TR A.8.8.6.2 Description of the method TR A.8.8.6.3 Basis for the method <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | TR A.8.8.6.4 Derivation of the simplified correction term <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Determine effect on stiffness: <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Effect on total jack-up stiffness: TR A.8.8.6.5 Verification against an \u201cexact\u201d solution <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Commentary to ISO\u00a019905-1:2012, Clauses 9 and A.9 TR.9.3.6.2 Derivation of the limiting horizontal reaction g <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Commentary to ISO\u00a019905-1:2012, Clauses 10 and A.10 TR.10.4.2.1 Natural period\u00a0\u2014 General <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | TR.10.4.2.2 Derivation of Ke, effective stiffness used to c <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | TR.10.4.3.3 Hysteretic damping <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | TR.10.4.3.4 Vertical radiation damping in earthquake analys TR.10.5.3.4 \/ C.2.4 Guidance on the fourth method of ISO\u00a019 Commentary to ISO\u00a019905-1:2012, Clauses 11 and A.11 Commentary to ISO\u00a019905-1:2012, Clauses 12 and A.12 TR.12.6.2.2 Nominal bending strength TR.12.6.2.2.1 Example <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | TR.12.6.3.2 Background for ( in interaction equation approach <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Commentary to ISO 19905-1:2012, Annex C TR.C.2.4 Guidance on the fourth method of ISO 19905-1:2012, <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | 9.3.1 Introduction A.9.3.3.2 Ultimate vertical\/horizontal\/rotational capacity i <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Petroleum and natural gas industries. Site-specific assessment of mobile offshore units – Jack-ups commentary and detailed sample calculation<\/b><\/p>\n |