2nd INTERNATI(»(AL CONFERENCE ON THE BEHAVIOUR OF OFF-SHORE STRUCTUHES
CONTENTS (Volume 2)
The following papers were presented at the conference:
Page Paper 48 49 58 Foundation/Structure Interaction and Fluid/Structure Interaction
23 A Probabilistic Model for Stiffness Degradation of Steel Jacket Structures.
D.C.Angelides and J.J.Connor, Massachusetts Institute of Technology, U.S.A.
Modal Superposition v Direct Solution Techniques in the Dynamic Analysis of Offshore Structures.
J H Vugts and I.M.Mines, Shell Internationale Petroleum Maatschappij BV,"The Netherlands. R.Nataraja and W. Schumm, Lloyd's Register of Shipping, U.K.
The Importance of Structural Motion in the Calculation of Wave I/)ads on an 43 Offshore Stiucture,
P.Fish and R.Rainey, Atkins Research and Development, U . K .
51 A Linear Analy sis of Interaction Problems in Off shore Platforms. 61 R.Eatock Taylor, University College London, U . K .
52 An Initial Study of the Dynamic Behaviour of the New Christchurch Bay 87 '^"^"B^'R.Ellis and A.P.Jeary, Building Research Establishment, U . K .
53 Use of Generalized Coordinates in the Non-Linear Time-Domain Analysis 97 of Steel Jackets,
A.K.Basu and R.P.Singh, Indian Institute of Technology, India. *54 A Review of Hydrodynamic Loads on Off-Shore Structures and Their
Formulation. . J.H.Vugts, Shell Internationale Petroleum Maatschappij BV,
The Netherlands.
Wave and Current Induced Motions
•55 Hydrodynamic Coefficients of Rectangular Barges in Shallow Water. J A Keuning, Delft Hydraulics Laboratory, The Netherlands. W. Beukelman, Delft University of Technologj-, The Netherlands. 56 Reciprocity Relations for Offshore Structures Vibrating at Acoustic
Frequencies. „ o A G.C.Mei, Massachusetts Institute of Technology, U.S.A.
é7 Dynamic Response of Tethered Production Platform in a Random Sea State. C . L . K i r k and E.U.Etok, Cranfield Institute of Technology, U . K . Hydrodynamic Model for a Dynamically Positioned Vessel.
M.S.Triantafyllou, Massachusetts Institute of Technology, U.S.A. 50 Hydrodynamic Analysis of Tankers at Single-Point-Mooring Systems.
O.M.Faltinsen, O.Kjaerland, N„Liapis and H.Walderhaug,
Norwegian Institute of Technology, Norway.
* These papers wiU be published m Volume 3.
105 125 139 165 177 IV
60 Production Riser Analysis. 207 M.P.Harper, Koninklijke/She 11 Exploratie en Produktie
Laboratorium, Rijswijk, Netherlands.
61 On the Hydrodynamic Analysis of Arbitrarily shaped and Multibodied 213 Marine Structures - Application to Wave-Energy Devices and Ship/
Dock Interaction.
M.Katory, Hong Kong Polytechnic, Hong Kong. A. A.Lacey, Institute of Mathematics, Oxford, U . K .
62 Floating Breakwaters and Topologically Generated Circulation. 223 B. MacMahon, Imperial College, U . K .
63/ Wave Induced Motions of Marine Deck Cargo Barges. 229 W.P.Stewart, Atkins Research and Development, U . K .
Geotechnical Performance of Off-Shore Structures
V'-64 Three Gravity Platform Foundations. 239 I.Foss and J.Warming, Det Norske Veritas, Norway,
*65 How Successful have Performance Monitoring Programs been for Gravity Base Structure?
E.Dlbiagio, F,Myrvoll and S.Borg Hansen, Norwegian Geotechnical Institute, Norway.
66 Large Model Tests f o r the Oosterschelde Storm Surge Barrier, 257 L. de Quelerij and J.K.Nieuwenhuis, Rijkswatei-staat, The
Netherlands, M,A.Koenders, Delft Soil Mechanics Laboratory, The Netherlands.
67 Developments in Piling f o r Offshore Structures. 279 W.J.Rigden, BP Trading L t d , , U . K . J.J.Pettit,
BSP International Foundations L t d . , U . K . H . D . S t . John, Building Research Establishment, U . K . T.J.Poskitt, Queen Mary College, U . K .
*68 Performance of Dynamically Loaded Pile Foundations. R.G.Bea, J.M.E.Audibert, J.B.Stevens and M.R.Akky, Woodward-Clyde Consultants, U.S.A.
69 The Influence of Hydrostatic Pressure on the Process of Underwater 297 Excavation with Special Reference to the Underwater Bulldozer,
V.A.Lobanov, Odessa Insitute of Civil Engineering, U.S.S,R. Ultimate Limit State
70 Buckling Strength and Post-Collapse Behaviour of Tubular Bracing 303 Members including Damage Effects.
C,S.Smith, W.Klrkwood and J,W,Swan, Admiralty Marine Technology Establishment, U , K ,
71 Current Research into the Strength of Cylindrical Shells used In Steel 327 Jacket Construction,
P.J.Dowllng and J.E.Harding, Imperial College, U . K .
72 Buckling of Compressed, Longitudinally Stiffened CyUndrlcal SheUs, 341
A.C.Walker and S.Sridharan, University College London, U . K .
73 Transverse Impact on Beams and Slabs. 357 I.C.Brown and S.H. Perry, Imperial College, U.K.
strategy for Monitoring, Inspection and Repair for Fixed Offshore Structures.
P.W.Marshall, Shell Oil Company, U.S.A.
Offshore Oil Production and Drilling Platforms. Design Against Accidental Loads.
S.Fjeld, Det Norske Veritas, Norway.
Some Aspects of Double-Skin Composite Construction f o r Sub-Sea Pressure Chambers.
P.Montague and C.D.Goode, University of Manchester, U . K . Interpretation of Full Scale Data
Environmental and Structural Instrumentation of Platforms on the Norwegian Continental Shelf.
I.Holand, The Norwegian Institute of Technology, Norway. S.Berg and G. Beck, Offshore Technology Testing and Research Group (OTTER), Norway.
Observed Foundation Behaviour of Concrete Gravity Platforms Installed in the North Sea 1973-1978.
0 . Eide, K.H.Andersen and T.Lunne, Norwegian Geotechnical Institute, Norway.
Full-Scale Wave Loading on Cylinders.
P.Holmes and R.G.Tickell, University of Liverpool, U . K . Recent Signal Processing Advances in Spectral and Frequency Wave-number Function Estimation and their Application to Offshore Structures.
A.B.Baggeroer, Massachusetts Instibite of Technology, USA. Preliminary Results of the Geotechnical Instrumentation Installed Below the TCP 2 Gravity Structure (Frigg Field) During its First Winter (1977-78) Period.
J.P.Mizikos, SNEA(P) - France.
Presentation of the Brent B Instrumentation Project. 1. Foss, Det Norske Veritas, Norway.
Measuring Equipment for Field Investigations on Near Surface Wave Forces.
F.Busching, E.Martini and U.Sparboom, Tech, Univ. Braunschweig, Federal Republic of Germany.
Safety
Methods of Reliability Analysis for Jacket Platforms.
M.J.Baker and T.A.Wyatt, Imperial College of Science and Technology, U . K .
Probabilistic Reliability Analysis.
A.L,Bouma, University of Technology, Delft, The Netherlands. Th. Monnier and A.Vrouwenvelder, Institute TNO for Building Materials and Building Structures, The Netherlands.
The Safe Design and Construction of Steel Spheres and End Closures of Submersibles, Habitats and Other Pressurised Vessels.
D.Faulloier, University of Glasgow, U . K .
87 Future Safety Considerations. A matter of Scarcity and Probabilistic Approach.
Ch. J.Vos and B . J . G . Van der Pot, Delta Marine Consultants, Netherlands. J . K . V r i j l i n g , Volker Stevin Group, Netherlands. Future Problems
*88 A General Review of Future Pi'oblems and their Solution. D.Thornton, Tbe British Petroleum Co. L t d . , U . K .
89 Adjustment of Structural Concrete Techniques to Offshore Conditions. A.J.Harris and B.M.Fox, Harris & Sutherland, U.K.
90 Seabed Containment Structures for Hydrocarbon Production.
J.A.Derrington, M . J.CoUard and J.M, Skillman, Sir Robert McAlpine & Sons Limited, U.K.
91 Netherlands Marine Technological Research,
G.A.Hcyning, Netherlands Industrial Council for Oceanology, The Netherlands.
92 Marine Fouling on Platforms in the Northern North Sea R.Ralph, Aberdeen University, U . K .
* These papers will be published in Volume 3.
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