Page 42: of Maritime Reporter Magazine (April 1986)
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m £ OTC '86
Steel Node
K Nakamura. H Sada. T Shinke. and B An.
Kobe Steel Ltd
Wave Forces and Dynamic Response • Room 108 tygy continued
OTC 5139
Elastic-Plastic Finite Element Analysis of
Grouted Tubular Joint
H.C. Rhee. Conoco Inc.
Calculation of the Maximum Stress for Multi-Brace
Non-Coplanar Tubular Joints
N. Liang and C. Qiye, Chinese Inst of Mechanics
Static and Fatigue Strength of Overlapped Cast
Nonlinear Wave Load Effects on the Stochastic
Behavior of Fixed Offshore Platforms
J M Niedzwecki. Texas A&M U . and E W. Sandt.
Naval Ocean Systems Ctr
An Investigation of the Importance of Joint
Probability and Directionality of Environmental
Data for Platform Design
J B Nielsen and O Brink-K|aer. Danish Hydraulic
Inst . and C.K. Grant and R W Webb. BP Intl. Ltd.
Random Responses of Semi-Submersibles: Finite
Band Width Approach
P Mukerji, McDermott Engineering
Extreme Value Statistics and Exposure Time: A
Simple Method to Establish Well Defined Design
Criteria for Marine Operations
K Lindemann. Det norske Veritas
Analysis of the Effect of Currents on Wave Forces
Measured on an Offshore Structure at Sea
P Kaplan. Virginia Polytechnic Inst & State U . and
M Dummer. Naval Civil Engineering Laboratory
Field Measurement of Tension-Leg-Type Marine
Observation Buoy
N Kuchida and Y. Tanigawa. Ministry of Transport, and S. Ueda, M Katayama, and M. Ozaki. Mitsubishi
Heavy Industries Ltd
Pile Foundations
OTC
Room 105
Ulstein 360 Z-Drives
THROUGH-HULL
Tough, reliable Ulstein Z-Drive. Fifteen years' experience. Horsepowers from 100 to 3000.
MARITIME LTD. 6307 Laurel Street, Burnaby
B.C., Canada V5B3B3
Tel. (604)299-7591 Telex: 043-54799
Ulstein, N-6065 Ulsteinvik, Norway, Telex: 42342 • Ulstein Schiffstechnik, Hamburg. Teletex: 17-403243 • Ulstein (UK), Edinburgh, Telex 727383 • Ulstein Singapore, Telex: 24484
Circle 132 on Reader Service Card
Analysis of the Performance of Piles in Silica
Sands and Carbonate Formations
R G. Bea. S.I. Guttman. and S. Vahdani. PMB
Systems Engineering Inc.. R.M. Meith and S.
Paulson. Chevron Corp.
Lateral Loading Tests on Large-Diameter Steel
Pipe Piles Installed in Carbonate Rock and Soils
J Hagenaar and C S. Chandrasekhar,
PRC Engineering Inc.
CAPWAP Analysis Increases Ability to Properly
Design Piles In Calcareous Sands
R.N. Dutt. Seafloor Engineers: W Teferra, Petro
Drive Inc ; and W.E. Nelson. Amoco Production Co.
Axial Behavior and Capacity of Driven Piles in
Calcareous Sands
B T.D. Lu. The Earth Technology Corp.
Frictional Characteristics of Calcareous Sands from Offshore Florida
R.N. Dutt. Seafloor Engineers: E.H. Doyle. Shell
Development Co : S. Nandlal. Shell Oil Co.; and
W B Ingram. Seafloor Engineers
Shaft Frictional Resistance of Long Pipe Piles
Driven into Dense Sands
S-l Tsien. Chinese Inst of Mechanics
Metallic Materials • Room 100
OTC 5151 Development of Non-Magnetic Drill Collar With
High Stress Corrosion Resistance
T. Nakazawa, T. Suzuki, T. Sakamota, Y. Yakaki, and Y. Sakamoto, Nippon Steel Corp.
Severe Environment 183/8-in. 15,000-psi Wellhead
C.F. Boehm Jr., Hughes Drilling Equipment
Monitoring of Crack Formation and Crack Growth in Steel Structures by the Electric Field Signature
Method (FSM)
H. Hognestad, Ctr. for Industrial Research (SI)
Corrosion and Cracking of Steel in Production of
Gas With Liquid H2S and Brine
A. Miyasaka, K. Dempo, and H. Ogawa, Nippon
Steel Corp.
High Performance Tendon for TLP Manufactured by Q & T
Y. Takeshi and H. Mimura, Nippon Steel Corp.
Trial Production and Material Evaluation of TLP
Tension Legs
I. Sakaguchi, T. Sawamura, H. Sakamoto,
Y. Komizo, K. Iwata, and K. Kawai, Sumitomo
Metal Industries Ltd.
Seafloor Surveying and Mapping • Room 202
OTC 5272
EQUIPMENT RESALES
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GG 1009 173 ft. Supply Vessel 3000 h.p.
GG 2014 118 ft. Utility Vessel 1200 h.p.
GG 6011 Land Drilling Rig 20,000'cap. $600,000 New $250,000 1982 $625,000 1981 $350,000 1980 $950,000 1983
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JMJ MARINE INVESTORS CORPORATION 1525 River Oaks Road East
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Sub-Meter Accuracy With GPS C/A Code in
Dynamic Applications
J. Ashjaee, Trimble Navigation Ltd.
A Multi-National Consortium Opportunity for
Remote Sensing
P.M. Maughan, Space Development Service
Using Kriging to Map the Ocean Floor
M. David, Ecole Polytechnique
Reconnaissance Seafloor Mapping of Louisiana
Nearshore Platforms for Site Characterization to
Study Fate and Effects of Produced Water
D C. Rhoads, Science Applications Intl Corp., and
E C. Revelas and J.D. Germano, Science
Applications Intl. Corp.
Mapping Seafloor Geoacoustic Properties in
Shallow Water From Monochromatic Pressure
Field Data: Two Methods Based on Hankel
Transform Inversion
G.V. Frisk and J.F. Lynch, Woods Hole
Oceanographic Instn., and G.J. Tango and
M.F. Werby, Applied Acoustics/NORDA
Applications of a New Fast Reflectivity Method to
Marine Horizontal and Vertical Seismic Profiling
G.J. Tango, NORDA
Tuesday • 9:00 a.m. to 12:00 noon
Risers • Room 118
OTC 5163 Flexible Production Riser System for Floating
Production Application in the North Sea
M.J. Bouvard, Coflexip S.A., and T.R. Mahoney,
North Sea Sun Oil Co.
Development of a Flexible Marine Riser System
K. Ishii, T. Okamoto, and N. Tachibana, The
Furukawa Electric Co. Ltd., and T. Miyazaki and Y.
Washio, Japan Marine Science & Technology Ctr.
API Load Rating of Marine Riser Couplings:
Application of RP 2R Guidelines and
Supplemental Methods
R. Beers and D.L. Thomas, Vetco Gray
Upper Marine Riser Package
J S Lim and J R Pfeifler. Vetco Gray R&D
Operational Use of an Instrumented Marine
Riser Joint
R.J Stinner. Offshore Technology Corp., and
S Katayama. Japan Drilling Co. Ltd.
The Suppression of Vortex Induced Oscillation in a Marine Riser With Low Structural Damping in
High Multi-Directional Currents
C E Cunningham. FMC Corp. (U.K.) Ltd
Circle 223 on Reader Service Card 46 (continued)
Maritime Reporter/Engineering News