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Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-237
... fluid model model 1 shimizu fluid dynamics discretization scheme khayyer conservation property upstream oil & gas particle consistent discretization scheme boundary condition equation of state gotoh particle method koshizuka accuracy laplacian differential operator high-order...
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-253
... and stability of a HUG. The results show that the chord length has the most remarkable effect on the movement efficacy and the sweep angle has the most significant impact on the stability of the HUG. air transportation underwater glider model 1 engineering drag force passenger transportation...
Proceedings Papers

Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3203
... freight & logistics services model 1 experiment artificial intelligence model 2 tank force pressure value design point time series frequency simulation sph computation smoothed particle hydrodynamic roll motion critical wave episode Proceedings of the Thirty-first (2021) International...
Proceedings Papers

Paper presented at the The 30th International Ocean and Polar Engineering Conference, October 11–16, 2020
Paper Number: ISOPE-I-20-1168
... are compared. Moreover, the influence of the PAWEC on the dynamics of the floating wind turbine is also investigated. subsea system artificial intelligence model 1 sustainable development renewable energy ocean energy social responsibility semi-submersible wind turbine turbine model 3...
Proceedings Papers

Paper presented at the The 29th International Ocean and Polar Engineering Conference, June 16–21, 2019
Paper Number: ISOPE-I-19-299
... displacement dynamic loading bridge pier upstream oil & gas boundary condition superstructure model 2 loading model 1 foundation single pile pile foundation nonlinear finite element analysis natural frequency empirical equation Nonlinear Finite Element Analysis of Bridge Pier under Static...
Proceedings Papers

Paper presented at the The 27th International Ocean and Polar Engineering Conference, June 25–30, 2017
Paper Number: ISOPE-I-17-358
... structure model 1 flange surface crack growth stiffener crack propagation fatigue test displacement bulb flat fricke loading fatigue characteristic longitudinal freight & logistics services weld toe marine transportation Experimental Study on Fatigue Characteristics of Typical Welded...
Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-523
... distortion wave type initial welding distortion installation maximum distortion model 1 nd distortion allowable initial welding distortion erection stage maximum 2 analysis model assembly stage cofferdam bhd residual stress midstream oil & gas A Study on Control of Welding Distortion...
Proceedings Papers

Paper presented at the The Twenty-third International Offshore and Polar Engineering Conference, June 30–July 5, 2013
Paper Number: ISOPE-I-13-545
... top-hat stiffener compressive load model 1 deformation initiation model 2 specimen stiffener bwr layer deflection Buckling/Fracture Behavior of GFRP Stiffened Panel with Top-Hat Stiffener under Compression and Prediction of Initiation of Delamination Daisuke Yanagihara and Katsuyoshi...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-693
... resistance force coefficient of all the models are summarized in Table 3. Fig. 7(a) shows the comparison of wave profiles of Models 1 6 at the distance of y/b=1.14 from the central plane, Also as shown in Table 3, though the wet surface area in Model 1 is smallest, its resistance is the greatest one among...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-649
... harzheim computer algebra system mattheck constraint workbench tool software equivalent stress algorithm artificial intelligence model 1 geometry displacement optimization problem ship structural design optimization biomechanical optimization example structural design Efficient Use...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-503
... to form a suitable base. model 1 countermeasure offshore model 4 engineering adalier deformation liquefaction foundation foundation settlement reservoir characterization settlement model 3 upstream oil & gas deposit silt earthquake buildup stone column stiffness foundation...
Proceedings Papers

Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-627
... for the breakwater design, namely: caisson with curved perforated wall (Model 1), caisson with curved perforated wall and additionally a high crown wall (Model 2) and step-type caisson with low crest elevation in the front of sea side (Model 3). Three water levels are tested: extreme high water level (EHWL), design...
Proceedings Papers

Paper presented at the The Twentieth International Offshore and Polar Engineering Conference, June 20–25, 2010
Paper Number: ISOPE-I-10-630
...), as a small one, a floating restaurant named "WATERLINE" (Figure 2) is existing (Mega-float Research and Development Union, 2001). mode peak vibration oma experiment subsea system oceanic architectural building model 1 elastic plate model frequency response function restaurant natural...
Proceedings Papers

Paper presented at the The Fifteenth International Offshore and Polar Engineering Conference, June 19–24, 2005
Paper Number: ISOPE-I-05-184
... of 384 kN and 0.8 Hz. Two model buckets were adopted, having the same diameter of 60 mm but different lengths of 72 mm and 90 mm respectively. In order to facilitate the description, the centrifuge model, having the bucket of 72 mm in length, is designated Model 1, while the other one having the bucket...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-465
... rigid girder flexible frame 5 global hydroelastic coupling flexible girder rigid frame Model 1. A full hydroelastic coupling is performed. Both the hull girder and the frame are flexible. Model 2. A traditional 2-step global approach is applied. First, the water simulation is performed assuming...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-288
... contribution for the economic development of the area. frequency video camera lift force response displacement experiment cross-flow displacement current velocity variation drag force amplitude displacement vortex-shedding frequency model 2 polar eng model 1 current flow offshore...
Proceedings Papers

Paper presented at the The Ninth International Offshore and Polar Engineering Conference, May 30–June 4, 1999
Paper Number: ISOPE-I-99-053
... model 1 fpso subsea system experimental study vugt shipbuilding Proceedings of the Ninth (1999) International Offshore and Polar Engineering Conference Brest, France, May 30-June 4, 1999 Copyright © 1999 by The International Society of Offshore and Polar Engineers ISBN 1-880653-39-7 (Set); ISBN...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-361
... upstream oil & gas restraint deformation guidance compression brace strength boundary restraint database model 3 brace chord length connelly zettlemoyer configuration tension brace variation boundary condition model 1 support condition model 4 investigation Recent...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-181
... to be necessary to use the model scale of 1150 in order to obtain reasonably sized model snowdrifts. wind incidence front view geometry model 1 radiused model snowdrift incident wind angle antarctica hour testing wind tunnel corner geometry reference model value chamfered model antarctic...
Proceedings Papers

Paper presented at the The Second International Offshore and Polar Engineering Conference, June 14–19, 1992
Paper Number: ISOPE-I-92-106
... of Morison's equation forms the basis of total force model (Model 1) while the total force model (Model 2) takes into consideration the lift force produced by the asymmetric flow distortion caused by the pipeline near the sea bed in addition to the drag and inertia forces. 2.2 Total Force Hodel 1 A definition...

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