ISO/TR 19905-2:2012 石油および天然ガス産業—モバイルオフショアユニットのサイト固有の評価—パート2:ジャッキアップの解説と詳細なサンプル計算 | ページ 6

※一部、英文及び仏文を自動翻訳した日本語訳を使用しています。

3 用語と定義

このドキュメントの目的のために、ISO 19905-1 に記載されている用語と定義が適用されます。

参考文献

[1]ISO 19900, 石油および天然ガス産業 — 海洋構造物の一般要件
[2]ISO 19901-1:2005, 石油および天然ガス産業 — 海洋構造物に関する特定の要件 — 1: Metocean の設計と運用上の考慮事項
[3]ISO 19901-2, 石油および天然ガス産業 — 海洋構造物の特定要件 — 2:耐震設計の手順と基準
[4]ISO 19902:2007, 石油および天然ガス産業 - 固定鋼海洋構造物
[5]Society of Naval Architects and Marine Engineer, Recommended practice for site specific assessment of mobile jack-up units 、Technical and Research Bulletin 5-5A, Rev 2, ニュージャージー、2002
[6]ISO 19905 シリーズの背景とモバイル ジャッキアップ ユニットのサイト固有の評価のための新しい ISO 19905-1 の概要、MJR Hoyle, GL Noble Denton; JJ スティフ、ABSG コンサルティング。 RJ Hunt, Shell E&P UK, OTC 2012, 23047
[7]モバイル ジャッキアップ ユニットのサイト固有の評価のための新しい ISO における環境対策、MJ Dowdy, Rowan Companies ; M ホイル、GL ノーブル デントン。 JJ Stiff, ABS コンサルティング、OTC 2012, 23342
[8]モバイルジャッキアップユニットのサイト固有の評価のための新しいISO規格における構造モデリングと応答分析、P Tan, B Mobbs, Cameron International Corporation; M. ペリー、ケッペル オフショア & マリン テクノロジー センター。 JJ スティフ、ABSG コンサルティング。 DJ ストック、デジタル構造、OTC 2012, 23040
[9]新しい ISO 規格 19905-1 における基礎モデリングと評価、PC Wong, ExxonMobil Development Company ; JS Templeton III, SAGE USA; OA Purwana, Keppel Offshore & Marine; H. Hofstede, GustoMSC エンジニア。 MJ Cassidy, MS Hossain, 西オーストラリア大学。 H.ヒューゴ、グストMS C マーティン、オックスフォード大学、OTC 2012, 23521
[10]モバイルジャッキアップユニットのサイト固有の評価とスカート付きスパッドカンの使用に関する ISO 規格の長期的な適用、G Kudsk, H Stadsgaard, Maersk Drilling, OTC 2012, 23337
[11]モバイルジャッキアップユニット、PAフリーズ、PAFAコンサルティングエンジニアのサイト固有の評価のための新しいISOの構造的承認基準。ルイス博士、ルイス エンジニアリング グループ。 JJ Stiff, ABSG コンサルティング、OTC 2012, 23071
[12]モバイルジャッキアップユニットのサイト固有の評価のための新しいISOのベンチマーク、JJ Stiff, ABSG Consulting;ルイス博士、ルイス エンジニアリング グループ、OTC 2012, 22949

第6条の参考文献

[6-1]ハイデマン、JCおよびシャウト、KJ, 波高とクレスト高の短期統計の推奨方程式、 1987 年 4 月 1 日
[6-2]海洋技術部門、ジャッキアップ ユニットのサイト固有の評価の実践、Shell International Petroleum Maatschappi, EDP-5, ハーグ、1989 年 5 月
[6-3]米国石油協会、 API-RP2A の更新に関する提案、米国水域の流体力ガイドライン、 1992 年 2 月 6 日受領
[6-4]Skjelbreia , L. and Hendricksen, JA, Fifth-order Gravity Wave Theory , Proceedings of Seventh Conference on Coastal Engineering, 1961, pp. 184-196
[6-5]Skjelbreia JE, Berek G, Bolen ZK, GudmestadOT 、Heideman JC, Ohmart RD, Spidsoe N, Torum A不規則波における波の運動学 OMAE Stavanger 1991
[6-6]1990 年、ロンドン、オフショア設備: 設計、建設、および認証に関するガイダンス、石油工学部門、安全衛生担当役員
[6-7]Winterstein 、SR, bitner -G regersen 、EMおよびRonold 、K.、非線形ランダム波の統計的および物理モデル、OMAE, ボリュームII, 安全性と信頼性、スタヴァンゲル、1991年、pp.23-31
[6-8]Andersen , OJ, Førland , E. and H aver , S., Design Basis, Environmental Conditions, Statfjord , Statoil Report no. F&U-ST 88007, Stavanger, April 25, 1988
[6-9]ヘイバー、S.、構造応答計算のための短い紋付き海のモデリングについて、 EurOMS 、トロンハイム、1990 年 8 月 20 ~ 22 日
[6-10]カルナカレン、D.、計算モデルによる流体力学的負荷のスケーリング、テクニカルメモ番号 710762, SINTEF, トロンハイム、1991 年 7 月

第7条の参考文献

[7-1]DNV 分類ノート 30.5, 環境条件および環境負荷、1990 年 7 月
[7-2]Lagers 、GHG, Collected Morison Coefficients of Jack-Up Leg Elements 、MSC レポート PF 8910-1715, オランダ、シーダム、1991 年 6 月
[7-3]米国石油協会、 API-RP2A の更新に関する提案、「米国水域の流体力ガイドライン」 、1992 年 2 月 6 日に受領
[7-4]Sarpkaya 、T.、傾斜した滑らかな円柱と粗い円柱の波力、オフショア技術会議、ペーパー OTC 4227, 1982
[7-5]Keulegan , GHおよびCarpenter , LH, Forces on Cylinders and Plates in an Oscillating Fluid , Journal of Research of the National Bureau of Standards, Volume 60, No. 1958 年 5 月 5 日
[7-6]Sarpkaya 、T.、高レイノルズ数での振動流における滑らかで砂の粗い円柱に対するインラインおよび横方向の力、海軍大学院、レポート NPS-69 SL 76062, 1976
[7-7]Hogben 、N.、 Miller 、BL, Searle 、JWおよびWard 、G.、オフショア構造物への流体負荷の推定、Pro機関土木技師、 1977年2月2日
[7-8]Sarpkaya 、T.、 Bakmis 、C.およびS torm 、MA, Hydrodynamic Forces from Combined Wave and Current Flow on Smooth and Rough Circular Cylinders at High Reynolds Numbers 、Offshore Technology Conference, Paper OTC 4830, 1984
[7-9]Sarpkaya 、T.およびS torm 、MA, 振動流で移動する円柱上のインライン フォース、応用海洋研究、第 7 巻、No. 1985年4月4日
[7-10]S arpkaya 、T.低キューレガン・カーペンター数での粘性振動流における円柱上の力、Journal of Fluid Mechanics, 第 165 巻、1986 年
[7-11]Sarpkaya 、T.、海洋構造に関する時間依存フローの過去の進歩と未解決の問題、Pro海洋構造物周辺の分離流、ノルウェー工科大学、トロンハイム、ノルウェー、1985
[7-12]Sarpkaya , T., On Fluid Loading of Offshore Structures - After Ten Years of Basic and Applied Research , Offshore Operations Symposium, 9th ETCE, New Orleans, 1986
[7-13]Nath 、JH, 波状の重く粗面化された水平シリンダー、 BOSSの議事録、1982年
[7-14]Bearman 、PW, Chaplin 、JR, G raham 、JMR, K ostense 、JK, H all 、PF 、およびK lopman 、G. The Loading on a Cylinder in Post-Critical Flow Beneath Beneth Periodic and Random Waves 、Proceedings of BOSS 、1985
[7-15]Kasahara , Y., Koterayama , W., Shimazaki , K., Wave Forces Acting on Rough Circular Cylinders at High Reynolds Numbers , Offshore Technology Conf., Paper OTC 5372, 1987
[7-16]チャップリン、JR, 一様な振動流での円柱への負荷: I - 平面振動流、応用海洋研究、Vol.10, No. 1988年3月3日
[7-17]Davies 、MJS, Graham 、JMR 、およびBearman 、PW, 規則的およびランダムな波における固定円柱に対するインライン フォース、Society for Underwater Technology, 第 26 巻: オフショア構造物に対する環境力およびその予測、1990 年
[7-18]Rodenbusch , G. andGutierrez , CA, Forces on Cylinders in Cylinders in Two-Dimensional Flows , Report BRC13-83, Shell Development Co., 1983
[7-19]Rodenbusch , G. andKällström , C., Forces on a Large Cylinder in Random Two-Dimensional Flows , Offshore Technology Conference, Paper OTC 5096, 1986
[7-20]Theophanatos , A. andWolfram , J., Hydrodynamic Loadings on Macro-Roughened Cylinders of Various Aspect Ratios , Journal of Offshore Mechanics and Arctic Engineering, Volume 111, No. 1989年3月3日
[7-21]Klopman , G. andKostense , JK, The Loading on a Vertical Cylinder in Random Waves at High Reynolds Numbers , Water Wave Kinematics, pp. 679-699, 1990
[7-22]Heideman 、JC, Olsen 、OAおよびJohannesson 、PI, Local Wave Force Coefficients 、Civil Engineering in the Oceans IV, ASCE, 1979 年
[7-23]N ath , J.、 Biofouling and Morison Equation Coefficients 、Proceedings 7th.国際会議オフショア力学と北極工学、1988年
[7-24]Wolfram , J. andTheophanatos , A., Marine Roughness and Fluid Loading , Society for Underwater Technology, Volume 26: Environmental Forces on Offshore Structures and their Prediction, 1990
[7-25]Roshko 、A.、非常に高いレイノルズ数で円柱を通過する流れに関する実験' Journal of Fluid Mechanics, 第 10 巻、 1961年3月3日
[7-26]Miller , BL, The Hydrodynamic Drag of Roughened Circular Cylinders , Transactions RINA, 1976
[7-27]Pearcey 、HH, CASH, RF 、およびSalter, IJ, Flow Past Circular Cylinders: Simulation of Full-Scale Flows at Model Scale 、NMI Report R131, 1982
[7-28]Advanced Mechanics Engineering Limited, 「水路および実際の海の波におけるシリンダーの粗さおよび渦放出効果」、1991 年、健康と安全の責任者向けのレポート
[7-29]Faltinsen , OM, Sea Loads on Ships and Offshore Structures , Cambridge University Press, Trumpington Street, Cambridge, 1990
[7-30]B ea , RG and LAI, NW, Hydrodynamic Loadings on Offshore Platforms , OTC paper no 3064, pp. 155-168, May, 1978
[7-31]Chakrabarti 、SK, オフショア構造の流体力学、Springer Verlag, ベルリン、ヘデルベルグ、1987
[7-32]Pearcey , HH, Matten , RB andSingh , S., Fluid Forces for Cylinders in Oscillatory Flow Waves and Currents when Drag and Inertia Effects Are Present Together , BMT Report to the Health and Safety Executive OT-0-86-011, 1986
[7-33]B ishop , JR, An Analysis of Peak Values of Wave Forces and Particle Kinematics from the Second Christchurch Bay Tower , NMI Report R180, 1985
[7-34]Bishop 、JR, シミュレートされたハードマリンファウリングを使用したクライストチャーチベイタワーでの波力実験、レポートNo. OTI 89 541, HMSO, 1989 年
[7-35]Atkins Engineering Services, 固定オフショア構造物への流体負荷、OTH 90 322, 1990
[7-36]Det Norske Veritas固定オフショア設備の分類に関する規則
[7-37]BSI行動規範No. 3, 第5章、 2, 風荷重、1972 年 9 月
[7-38]Schurmans, S.TH. 、ジャッキアップレッグのウェーブフォース。 Delta Flume でのモデル テスト、Delft Hydraulics 測定レポート、H 95, Delft, 1990 年
[7-39]1989 年 5 月、EDP-5, ハーグ、ジャッキアップ ユニットのサイト固有の評価のための演習、海洋技術部門、(SIPM)
[7-40]スミス、NP, TEESテスト データ、抜粋、1991 年 12 月 6 日
[7-41]Lagers 、GHG, Jack-Up Legs のモリソン係数、MSC レポート SP 8603-1505, シーダム、オランダ、1990 年 2 月
[7-42]DNV-RP-C205;環境条件と環境負荷2010 年 10 月
[7-43]Morison 、JR, O'Brien, MP, Johnson 、JWおよびSchaaf 、SA, パイルの表面波によって発揮される力、J. of Pet Techn.、American Inst. of Mining Engrs.、Vol. 189, p149-154, 1950
[7-44]Vugts 、JH, A Review of Hydrodynamic Loads on Offshore Structures and their Formulation 、BOSS'79, インペリアル カレッジ、ロンドン、イギリス、1979 年 8 月
[7-45]Moe , G. andVerley , RLP, Hydrodynamic Damping of Offshore Structures in Waves and Currents , The Offshore Technology Conference, OTC 3798, Houston, 1980
[7-46]Rainey 、RCT, Christchurch Bay Tower Compliant Cylinder Project 、最終要約レポートおよび結論、OTH-90-139, WS Atkins Engineering Sciences, Surrey, 1991 年 1 月
[7-47]Skjelbreia , L. and Hendricksen, JA, Fifth-order Gravity Wave Theory , Proceedings of Seventh Conference on Coastal Engineering, pp. 184-196 , 1961
[7-48]Dean , RG andAagaard , PM, Wave Forces: Data Analysis and Engineering Calculations , Journal of Petroleum Technology, , 105-119, 1970 年 3 月
[7-49]Chaplin , JR andFlintham , TP, Breaking Wave Forces on Tubulars , 3rd International Jack-up Conference, City University, London, September 1991
[7-50]W heeler , JD, Method for Calculating Forces Produced by Irregular Waves , OTC, paper no. 1006, Dallas, Texas, 1969
[7-51]Skjelbreia JE, Berek G, Bolen ZK, GudmestadOT 、 Heideman JC, Ohmart RD, Spidsoe NおよびTorum A不規則波OMAEにおける波動運動学、スタヴァンゲル、1991 年
[7-52]Borgman , LE, Random Hydrodynamic Forces on Objects , Annals of Mathematical Statistics, Vol. 38. , pp. 37-5, 1967
[7-53]健康と安全の責任者、積み込み、オフショア技術レポート OTR 2001/013'、ロンドン、2001 年。
[7-54]Wajac 、Veritas Sesam Systems Report no. 82-6108, Høvik, 12 月1984年
[7-55]Taylor 、P.、 Current Blockage - Reduced Forces on Steel Platforms in regular and Irregular Waves with a Mean Current 、Offshore Technology Conference, OTC 6519, ヒューストン、1991
[7-56]Barltrop 、NDPおよびAdams 、AJ, Dynamics of Fixed Marine Structures 、第 3 版、Butterworth Heinemann, 1991 年
[7-57]EN 1991-1-4:2005, Eurocode 1: 構造物に対するアクション — 1-4: 一般アクション — 風アクション
[7-58]Smith, NP, Lorenz , DB, Wendenburg , CA and L aird , JS, A Study of Drag Coefficients for Truss Legs on Self-elevating Mobile Offshore Drilling Units , SNAME Tansactions , Vol. 91, pp. 257-273, 1983
[7-59]吉治、出口一、エンハンスド300ICジャッキアップリグの脚抗力係数、津研究所技術研究所、日本鋼管株式会社レポート No. 822117, 1982 年 6 月
[7-60]Smith , NP and CA Wendenburg , CA, A study of Drag Coefficients , The Jack-Up Drilling Platform, Ed. L ボズウェル、シティ大学、ロンドン、1989
[7-61]Løken , A., Review of DHL test data , Veritec report no. 91-3372, Høvik, 1991
[7-62]Løseth RM, Arnesen Y., Check of data reduction of DHL data , DNVC report No 92-1054, Høvik, August 1992
[7-63]カルナカレン、D.、計算モデルによる流体力学的負荷のスケーリング、テクニカルメモ番号 710762, SINTEF, トロンハイム、1991 年 7 月

第 10 条の参考文献

[10-1]Templeton 、JS, Jackup Foundation Performance in Clay 、Proc.第 38 回オフショア技術会議、OTC th 、ヒューストン、5 月 20 日
[10-2]Templeton 、JSおよびLewis, DR, Jack-up DynamicsのHysteretic Damping, Proc th国際会議 — ジャックアップ プラットフォーム、シティ大学、ロンドン、2011

3 Terms and definitions

For the purposes of this document the terms and definitions given in ISO 19905-1 apply.

Bibliography

[1]ISO 19900, Petroleum and natural gas industries — General requirements for offshore structures
[2]ISO 19901-1:2005, Petroleum and natural gas industries — Specific requirements for offshore structures — 1: Metocean design and operating considerations
[3]ISO 19901-2, Petroleum and natural gas industries — Specific requirements for offshore structures — 2: Seismic design procedures and criteria
[4]ISO 19902:2007, Petroleum and natural gas industries — Fixed steel offshore structures
[5]Society of Naval Architects and Marine Engineers (SNAME), Recommended practice for site specific assessment of mobile jack-up units, Technical and Research Bulletin 5-5A, Rev 2, New Jersey, 2002
[6]Background to the ISO 19905-Series and an Overview of the New ISO 19905-1 for the Site-Specific Assessment of Mobile Jack-Up Units, M.J.R. Hoyle, GL Noble Denton; J.J. Stiff, ABSG Consulting; R.J. Hunt, Shell E&P UK , OTC 2012, 23047
[7]Environmental Actions in the New ISO for the Site-Specific Assessment of Mobile Jack-Up Units, M.J. Dowdy, Rowan Companies; M. Hoyle, GL Noble Denton; J.J. Stiff, ABS Consulting, OTC 2012, 23342
[8]Structural Modeling and Response Analysis in the New ISO Standard for the Site-Specific Assessment of Mobile Jack-Up Units, P. Tan, B. Mobbs, Cameron International Corporation; M. Perry, Keppel Offshore & Marine Technology Center; J.J. Stiff, ABSG Consulting; D.J. Stock, Digital Structures, OTC 2012, 23040
[9]Foundation Modeling and Assessment in the New ISO Standard 19905-1, P.C. Wong, ExxonMobil Development Company; J.S. Templeton III, SAGE USA; O.A. Purwana, Keppel Offshore & Marine; H. Hofstede, GustoMSC Engineers; M.J. Cassidy, M.S. Hossain, University of Western Australia; H. Hugo, GustoMSC; C. Martin, Oxford University, OTC 2012, 23521
[10]Long-Term Applications in the ISO Standard for Site Specific Assessment of Mobile Jack-Up Units and the Use of Skirted Spudcans, G. Kudsk, H. Stadsgaard, Maersk Drilling, OTC 2012, 23337
[11]Structural Acceptance Criteria in the New ISO for the Site-Specific Assessment of Mobile Jack-Up Units, P.A. Frieze, PAFA Consulting Engineers; D.R. Lewis, Lewis Engineering Group; J.J. Stiff, ABSG Consulting, OTC 2012, 23071
[12]The Benchmarking of the New ISO for the Site-Specific Assessment of Mobile Jack-Up Units, J.J. Stiff, ABSG Consulting; D.R. Lewis, Lewis Engineering Group, OTC 2012, 22949

Bibliography for Clause 6

[6-1]Heideman, J.C. and Schaudt, K.J., Recommended Equations for Short-term Statistics of Wave Heights and Crest Heights, 1 April 1987
[6-2]Marine Technolology Division, Practice for the Site Specific Assessment of Jack-up Units, Shell International Petroleum Maatschappij (SIPM), EDP-5, The Hague, May 1989
[6-3]American Petroleum Institute, Proposal for an update of the API-RP2A, Hydrodynamic Force Guidelines for U.S. Waters, received 6 February 1992
[6-4]Skjelbreia, L. and Hendricksen, J.A., Fifth-order Gravity Wave Theory, Proceedings of Seventh Conference on Coastal Engineering, 1961, pp. 184-196
[6-5]Skjelbreia, J.E., Berek, G., Bolen, Z.K., Gudmestad, O.T., Heideman, J.C., Ohmart, R.D., Spidsoe, N. and Torum, A., Wave Kinematics in Irregular Waves, OMAE, Stavanger, 1991
[6-6]Health and Safety Executive, Petroleum Engineering Division, Offshore Installations: Guidance on Design, Construction and Certification, London, 1990
[6-7]Winterstein, S.R., bitner-Gregersen, E.M. and Ronold, K., Statistical and Physical Models of Nonlinear Random Waves, OMAE, Volume II, Safety and Reliability, Stavanger, 1991, pp.23-31
[6-8]Andersen, O.J., Førland, E. and Haver, S., Design Basis, Environmental Conditions, Statfjord, Statoil Report no. F&U-ST 88007, Stavanger, April 25, 1988
[6-9]Haver, S., On the Modelling of Short Crested Sea for Structural Response Calculations, EurOMS, Trondheim, 20-22 August 1990
[6-10]Karunakaren, D., Scaling of Hydrodynamic Loads According to Computational Models, Technical memo no. 710762, SINTEF, Trondheim, July, 1991

Bibliography for Clause 7

[7-1]DNV Classification note 30.5, Environmental Conditions and Environmental Loads, July 1990
[7-2]Lagers, G.H.G., Collected Morison Coefficients of Jack-Up Leg Elements, MSC report PF 8910-1715, Schiedam, The Netherlands, June 1991
[7-3]American Petroleum Institute, Proposal for an update of the API-RP2A, 'Hydrodynamic Force Guidelines for U.S. Waters', received 6 February 1992
[7-4]Sarpkaya, T., Wave Forces on Inclined Smooth and Rough Circular Cylinders, Offshore Technology Conference, Paper OTC 4227, 1982
[7-5]Keulegan, G.H. and Carpenter, L.H., Forces on Cylinders and Plates in an Oscillating Fluid, Journal of Research of the National Bureau of Standards, Volume 60, No. 5, May 1958
[7-6]Sarpkaya, T., In-Line and Transverse Forces on Smooth and Sand-Roughened Cylinders in Oscillatory Flow at High Reynolds Numbers, Naval Postgraduate School, Report NPS-69 SL 76062, 1976
[7-7]Hogben, N., Miller, B.L., Searle, J.W. and Ward, G., Estimation of Fluid Loading on Offshore Structures, Proc. Institution Civil Engineers, 2, 1977
[7-8]Sarpkaya, T., Bakmis, C. and Storm, M.A., Hydrodynamic Forces from Combined Wave and Current Flow on Smooth and Rough Circular Cylinders at High Reynolds Numbers, Offshore Technology Conference, Paper OTC 4830, 1984
[7-9]Sarpkaya, T. and Storm, M.A., In-Line Force on a Cylinder Translating in Oscillatory Flow, Applied Ocean Research, Volume 7, No. 4, 1985
[7-10]Sarpkaya, T., Force on a Circular Cylinder in Viscous Oscillatory Flow at Low Keulegan-Carpenter Numbers, Journal of Fluid Mechanics, Volume 165, 1986
[7-11]Sarpkaya, T., Past Progress and Outstanding Problems in Time-Dependent Flows about Ocean Structures, Proc. of Separated Flow around Marine Structures, The Norwegian Institute of Technology, Trondheim, Norway, 1985
[7-12]Sarpkaya, T., On Fluid Loading of Offshore Structures - After Ten Years of Basic and Applied Research, Offshore Operations Symposium, 9th ETCE, New Orleans, 1986
[7-13]Nath, J.H., Heavily Roughened Horizontal Cylinders in Waves, Proceedings of BOSS, 1982
[7-14]Bearman, P.W., Chaplin, J.R., Graham, J.M.R., Kostense, J.K., Hall, P.F. and Klopman, G., The Loading on a Cylinder in Post-Critical Flow Beneath Periodic and Random Waves, Proceedings of BOSS, 1985
[7-15]Kasahara, Y., Koterayama, W., Shimazaki, K., Wave Forces Acting on Rough Circular Cylinders at High Reynolds Numbers, Offshore Technology Conf., Paper OTC 5372, 1987
[7-16]Chaplin, J.R., Loading on a Cylinder in Uniform Oscillatory Flow: I - Planar Oscillatory Flow, Applied Ocean Research, Vol.10, No. 3, 1988
[7-17]Davies, M.J.S., Graham, J.M.R. and Bearman, P.W., In-Line Forces on Fixed Cylinders in Regular and Random Waves, Society for Underwater Technology, Volume 26: Environmental Forces on Offshore Structures and Their Prediction, 1990
[7-18]Rodenbusch, G. and Gutierrez, C.A., Forces on Cylinders in Two-Dimensional Flows, Report BRC13-83, Shell Development Co., 1983
[7-19]Rodenbusch, G. and Källström, C., Forces on a Large Cylinder in Random Two-Dimensional Flows, Offshore Technology Conference, Paper OTC 5096, 1986
[7-20]Theophanatos, A. and Wolfram, J., Hydrodynamic Loadings on Macro-Roughened Cylinders of Various Aspect Ratios, Journal of Offshore Mechanics and Arctic Engineering, Volume 111, No. 3, 1989
[7-21]Klopman, G. and Kostense, J.K., The Loading on a Vertical Cylinder in Random Waves at High Reynolds Numbers, Water Wave Kinematics, pp. 679-699, 1990
[7-22]Heideman, J.C., Olsen, O.A. and Johansson, P.I., Local Wave Force Coefficients, Civil Engineering in the Oceans IV, ASCE, 1979
[7-23]Nath, J., Biofouling and Morison Equation Coefficients, Proceedings 7th. International Conf. on Offshore Mechanics and Arctic Engineering, 1988
[7-24]Wolfram, J. and Theophanatos, A., Marine Roughness and Fluid Loading, Society for Underwater Technology, Volume 26: Environmental Forces on Offshore Structures and Their Prediction, 1990
[7-25]Roshko, A., Experiments on the Flow Past a Circular Cylinder at Very High Reynolds Number' Journal of Fluid Mechanics, Volume 10, 3, 1961
[7-26]Miller, B.L., The Hydrodynamic Drag of Roughened Circular Cylinders, Transactions RINA, 1976
[7-27]Pearcey, H.H., CASH, R.F. and Salter, I.J., Flow Past Circular Cylinders: Simulation of Full-Scale Flows at Model Scale, NMI Report R131, 1982
[7-28]Advanced Mechanics Engineering Limited, 'Roughness and Vortex Shedding Effects for Cylinders in Flume and Real Sea Waves, Report for the Health and Safety Executive, 1991
[7-29]Faltinsen, O.M., Sea Loads on Ships and Offshore Structures, Cambridge University Press, Trumpington Street, Cambridge, 1990
[7-30]Bea, R.G. and LAI, N.W., Hydrodynamic Loadings on Offshore Platforms, OTC paper no 3064, pp. 155-168, May, 1978
[7-31]Chakrabarti, S.K., Hydrodynamics of Offshore Structures, Springer Verlag, Berlin, Hedelberg, 1987
[7-32]Pearcey, H.H., Matten, R.B. and Singh, S., Fluid Forces for Cylinders in Oscillatory Flow Waves and Currents when Drag and Inertia Effects Are Present Together, BMT Report to the Health and Safety Executive OT-0-86-011, 1986
[7-33]Bishop, J.R., An Analysis of Peak Values of Wave Forces and Particle Kinematics from the Second Christchurch Bay Tower, NMI Report R180, 1985
[7-34]Bishop, J.R., Wave Force Experiments at the Christchurch Bay Tower with Simulated Hard Marine Fouling, Report No. OTI 89 541, HMSO, 1989
[7-35]Atkins Engineering Services, Fluid Loading on Fixed Offshore Structures, OTH 90 322, 1990
[7-36]Det Norske Veritas Rules for the Classification of Fixed Offshore Installations
[7-37]BSI Code of Practice No. 3, Chapter 5, 2, Wind Loads, September 1972
[7-38]Schurmans, S.TH., Wave Forces on Jack-Up Legs. Model tests in Delta Flume, Delft Hydraulics measurement report, H 954 (also Appendix A to MSC report SP 8603-1505), Delft, 1990
[7-39]Marine Technology Division, Practice for the Site Specific Assessment of Jack-up Units, (SIPM), EDP-5, The Hague, May 1989
[7-40]Smith, N.P., TEES Test Data, Extract, December 6, 1991
[7-41]Lagers, G.H.G., Morison Coefficients of Jack-Up Legs, MSC report SP 8603-1505, Schiedam, The Netherlands, February 1990
[7-42]DNV-RP-C205; Environmental Conditions and Environmental Loads, October 2010
[7-43]Morison, J.R., O'Brien, M.P, Johnson, J.W. and Schaaf, S.A., The Forces Exerted by Surface Waves on Piles, J. of Petr. Techn., American Inst. of Mining Engrs., Vol. 189, p149-154, 1950
[7-44]Vugts, J.H., A Review of Hydrodynamic Loads on Offshore Structures and Their Formulation, BOSS'79, Imperial College, London, England, August 1979
[7-45]Moe, G. and Verley, R.L.P, Hydrodynamic Damping of Offshore Structures in Waves and Currents, The Offshore Technology Conference, OTC 3798, Houston, 1980
[7-46]Rainey, R.C.T., Christchruch Bay Tower Compliant Cylinder Project, Final Summary Report and Conclusions', OTH-90-139, WS Atkins Engineering Sciences, Surrey, January, 1991
[7-47]Skjelbreia, L. and Hendricksen, J.A., Fifth-order Gravity Wave Theory, Proceedings of Seventh Conference on Coastal Engineering, , pp. 184-196, 1961
[7-48]Dean, R.G. and Aagaard, P.M., Wave Forces: Data Analysis and Engineering Calculations, Journal of Petroleum Technology, , 105-119, March 1970
[7-49]Chaplin, J.R. and Flintham, T.P, Breaking Wave Forces on Tubulars, 3rd International Jack-up Conference, City University, London, September 1991
[7-50]Wheeler, J.D., Method for Calculating Forces Produced by Irregular Waves, OTC, paper no. 1006, Dallas, Texas, 1969
[7-51]Skjelbreia, J.E., Berek, G., Bolen, Z.K., Gudmestad, O.T., Heideman, J.C., Ohmart, R.D., Spidsoe, N. and Torum, A., Wave Kinematics in Irregular Waves, OMAE, Stavanger, 1991
[7-52]Borgman, L.E., Random Hydrodynamic Forces on Objects, Annals of Mathematical Statistics, Vol. 38. , pp. 37-5, 1967
[7-53]Health and Safety Executive, Loading, Offshore Technology Report OTR 2001/013', London, 2001.
[7-54]Wajac, Veritas Sesam Systems Report no. 82-6108, Høvik, Dec. 1984
[7-55]Taylor, P., Current Blockage - Reduced Forces on Steel Platforms in Regular and Irregular Waves with a Mean Current, Offshore Technology Conference, OTC 6519, Houston, 1991
[7-56]Barltrop, N.D.P. and Adams, A.J., Dynamics of Fixed Marine Structures, Third Edition, Butterworth Heinemann, 1991
[7-57]EN 1991-1-4:2005, Eurocode 1: Actions on structures — 1-4: General actions — Wind actions
[7-58]Smith, N.P, Lorenz, D.B., Wendenburg, C.A. and Laird, J.S., A Study of Drag Coefficients for Truss Legs on Self-Elevating Mobile Offshore Drilling Units, SNAME Tansactions, Vol. 91, pp. 257-273, 1983
[7-59]Yoshiharuand Ideguchi, Legs Drag Coefficients of Enhanced 300IC Jack-Up Rig, TSU Research Laboratories Technical Research Center, Nippon Kokan K.K. Report No. 822117, June 1982
[7-60]Smith, N.P. and C.A. Wendenburg, C.A., A study of Drag Coefficients, The Jack-Up Drilling Platform, Ed. L. Boswell, City University, London, 1989
[7-61]Løken, A., Review of DHL test data, Veritec report no. 91-3372, Høvik, 1991
[7-62]Løseth R.M., Arnesen Y., Check of data reduction of DHL data, DNVC report No 92-1054, Høvik, August 1992
[7-63]Karunakaren, D., Scaling of Hydrodynamic Loads According to Computational Models, Technical memo no. 710762, SINTEF, Trondheim, July, 1991

Bibliography for Clause 10

[10-1]Templeton, J.S., Jackup Foundation Performance in Clay, Proc. 38th Offshore Technology Conference, OTC 18367, Houston, May 20
[10-2]Templeton, J.S. and Lewis, D.R., Hysteretic Damping in Jack-up Dynamics, Proc. 13th International Conference — The Jack-Up Platform, City University, London, 2011