2nd ENTERIJATIDNAL CONFERENCE ON THE BEHAVIOnR OF OFF-SBDBE STRUCTUBES
CONTENTS (Volume 1) The followmg papers were presented at the conference: Paper
Opening Addresses
Page
1 Waves and hydrodynamic loading
Professor Sir James Lighthill, University of Cambridge, U.K.
1
2 Foundation engineering f o r offshore structures
A . M . M u i r Wood, Sir William Halcrow & Partners, U . K .
41
3 Design and construction of off-shore structures J.C.Chapman, George Wimpey & Co. L t d . , U.K. Waves and Currents
59
4 A series of JONSWAP wave spectra f o r off-shore structure design M . K. Ochi, University of Florida, U. S. A.
75
*5 Encounter probability of extreme structural response values based on multi-parameter descriptions of the physical environment
J.A.Battjes, Delft University of Technology, The Netherlands 6 Kinematics and forces due to wave groups and associated second-order
currents
R.G.Dean, University of Delaware, U.S.A.
87
*7 The pressure and wake structure of wave action on slender cylinders R.S.Hutchinson, R.M.Stampbach and T. L,Shaw, University of Bristol, U.K.
*8 Sea bottom spectra and ocean wave scattering
O.H.Oakley and S.J. Leverette, Gulf Research and Development, U.S.A. 9 A stochastic model f o r the simulation of a non-stationary sea
S. Shyam Sunder, D, C, Angelides and J. J. Connor, Massachusetts Institute of Technology, U. S. A.
95
1Ó An experimental investigation of the wave induced flow around horizontal cylinders beneath gravity waves
LGrant and G.Baron, Heriot-Watt University, U.K.
107
11 Three-dimensional structure of waves S. E. Sand and H. Lundgren
Soil Parameters for OiTshore Design
117
12 Correlations of some engineering properties of soils C P . Wroth, University of Oxford, U.K.
121
•These papers w i l l be published in Volume 3
13 Some results f r o m a laboratory study of a sandy clay and
implications regarding its in situ behaviour
D.W.Hight, M.K.El-Ghamrawy and A.Gens, Imperial College, U.K.
133 151 175 193 215 225 245 267
14 In situ measurements in a marine clay
M.M.Baligh, Massachusetts Institute of Technology, U.S.A. and V.Vivatrat, Brian Watt Associates Inc., U.S.A.
15 Soil parameters used for design of gravity platforms in the North Sea
O.Kjekstad and T . Lunne, Norwegian Geotechnical Institute, Norway
16 Evaluating the large scale properties of glacial clays for foundation design
A.Marsland and J. J.M.Powell, Building Research Establishment, U . K .
17 Some estimations of pore pressures and their dissipation
A. Verruijt, Delft University of Technology, The Netherlands
Structures: Construction and Service Behaviour
18 Elastic stresses due to axial loading of tubular joints with overlap
H.Fessler, W, J.G. Little and I . J-Shellard, Umversity of Nottingham, U . K .
19 Weld shrinkage prediction * . i¬
J D.White, Woodside Petroleum Development Pty., L t d . , Australia, R.H.Leggatt, The Welding Distitute. U . K . and J.B.Dwight, University of Cambridge, U . K .
20 Practical design of reinforcement in plates and shells includmg the effects
of reinforcement directions, crack widths and imposed deformations O.K.Hallingstad, T.O.Olsen and O. J.Stove, Dr.tech.Olav Olsen, Norway
21 The influence of creep and temperature on the working stresses in concrete
o i l storage structures ^ „ „ „ T „ « ^ ^ „ G L England, K . R . F . Andrews and A.Moharram, King's College, London, U ! K . and J.S.Macleod, Health and Safety Executive, U . K .
22 Concentrated loading on a thick walled concrete cylinder
J. Brakel. Delft University of Technology, The Netherlands, and L.J.Oostlander, Hallandsche Beton Maatschappij, The Netherlands
Wave, Current and Moti(m-ln*ced Loads
*23 Wave loads to the drag/inertia regimes; routes to design data
H.H.Pearcey, National Maritime Institute, U . K .
24 Hydrodynamic forces on cylindrical bodies in oscillatory flow
P.W.Bearman and J.M.R.Graham, Imperial College, U.K.
25 Analysis of the hydrodynamic forces exerted on a harmonically oscillating Circular cylinder in any direction 6 with respect to a uniform current
M.M.Bemitsas, Massachusetts Institute of Technology, U.S.A.
O O Q
26 Hydrodynamic interaction between two structures, floating in waves
G.VsmOortmerssen, Netherlands Ship Model Bashi, The Netherlands * These papers w i l l be published in Volume 3
281
299
Slowly oscillating mooring forces in single point mooring systems J.E. W. Wichers, Netherlands Ship Model Basin, The Netherlands 28 An integro-variational method f o r interior and exterior free surface flow
problems
C.Berhault, French Petroleum Institute ( I . F . P . ) , France 29 Second-order drift forces upon large bodies in regular waves
B.Molin, French Petroleum Institute ( I . F . P . ) , France 30 Wave force simulation studies in random, directional seas
M.B.Hackley, Shell Internationale Petroleum Maatschappij BV, The Netherlands
31 Application of finite elements to determination of wave effects on offshore structures
H.Hara, O.C. Zienkiewicz and P.Bettess, University College of Swansea, U.K.
Geotechnical Design of Off-shore Structores
32 Constitutive laws and numerical analysis for soil foundations under static, transient or cyclic loads
O.C. Zienkiewicz, University College of Swansea, U . K . Design analysis f o r gravity platform foundations
N. Janbu, Norwegian histitute of Technology, Norway
Prediction and observation of a model gravity platform on Drammen clay K.H.Andersen and P. Ö. Seines, Norwegian Geotechnical Institute, Norway and P. W.Eowe and W.H. Craig, University of Manchester, U . K . Underwater piledriving. Todays ejq)eriences and what is about to come
Joost W, Jansz, HBG, The Netherlands
Pile bearing capacity under cyclic loading compared with that under static loading
A. F. Van Weele, Delft University of Technology, The Netherlands The behaviour of tension piles for offshore applications with reference to a particular tethered buoyant structure (ARCOLPROD)
F, K.Garas, Taylor Woodrow Construction Limited, U . K .
Analysis of piled foundations for offshore structures under wave and earthquake loading
W.D. Liam Finn, University of British Columbia, Canada and G. R.Martin, Fugro Inc., U.S.A.
Finite element analysis of pipe-soil-wave interaction
W.Bobby, M . Arockiasamy, A.K.Haldar and D. V.Reddy, Memorial University of Newfoundland, Canada
40
Materials
507 Fatigue crack growth in tubular welded connections
W. D. Dover and S. J. Holdbrook, University College London, U. K.
523 41 The mfluence of thickness on the fatigue strength of welded jomts
T.R.Gurney, The Welding Distitute, U . K .
42 The mfluence of joint dimensions on the fatigue strength of welded 535 tubular joints
J.G.Wylde, The Welding histitute, U . K . and A.McDonald, National Engineering Laboratory, U.K.
43 Use of the J-contour hitegral for crack initiation and unstable ductile crack propagation In steel structures
C E . T u r n e r , Imperial College of Science and Technology, U . K . The durability of concrete in marme applications - a factorial approach to experimentation
P. J.E.Sullivan, J,B.Newman and A.McLeish, Imperial College, U . K . 44
45 Miner's rule with respect to plain concrete
J. van Leeuwen and A. J. M. Siemes, histitute TNO f o r Building Materials and Buildmg Structures, The Netherlands
611 46 Stress analysis of a welded tubular T-johit
J.L.Head and D.R.Tilley, Imperial College, U . K .
47 hifluence of thickness on the fatigue crack propagation m a low alloy steel 619 J. K. Masuva and J. C.Radon, Imperial College of Science and Technology, U . K .
591
*These p£^ers w i l l be published in Volume 3
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