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Keywords: inertia force
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Proceedings Papers

Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-456
... connected rigidly to a pier at the middle of the superstructure. flume experimental study bridge girder bridge deck reduction engineering experiment flexibility tsunami force horizontal force uplift force displacement load cell bearing inertia force configuration interaction...
Proceedings Papers

Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-236
... resistance for large diameter steel pipe piles. In addition, quasi static equilibrium method is proposed, in which the influence of inertia force on soil plug is considered, to judge the soil plug effect. The applicability of quasi static equilibrium method is verified using small scale model tests...
Proceedings Papers

Paper presented at the The Twenty-fourth International Ocean and Polar Engineering Conference, June 15–20, 2014
Paper Number: ISOPE-I-14-496
... and arrangement of the securing components are determined. formula welding line inertia force lateral maximum roll angle resultant force longitudinal calculation classification society structural component cargo splash force loading arrangement plan transverse wind pressure force ship...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-020
... with FAST, so the inertia forces at the level of the rotor resulting from the wave induced forces are included in the semi-coupled approach. In MicroSAS a modal analysis takes place initially and a dynamic analysis follows. The loads taken into account for the dynamic analysis are: (1) the wave load...
Proceedings Papers

Paper presented at the The Nineteenth International Offshore and Polar Engineering Conference, July 21–26, 2009
Paper Number: ISOPE-I-09-460
...). The formula is generally expressed by Eq.2. V t tuCStuCF MD 2 1 2 (2) F is the wave force, CD the drag coefficient, the density, S the projected area of the floating body against the flow, CM the inertia coefficient and V the displaced volume. It consists of the drag force and the inertia force...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-477
... ) with 46.6mm in diameter. artificial intelligence attain jellyfish diameter time interval shape drag thrust maximum value plankton contracting phase inertia force friction force circulation correlation coefficient salt water cross correlation coefficient swimming vortex ring solid line...
Proceedings Papers

Paper presented at the The Sixteenth International Offshore and Polar Engineering Conference, May 28–June 2, 2006
Paper Number: ISOPE-I-06-375
... pier 100 360 hong ship motion inertia force crane lift pier 140 480 pier modal period increase survivability allowable value container ship ship only ship pier subsea system element method ship operability displacement mooring system solid line horizontal force...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-267
... state. inertia force new wave uniform current velocity potential displacement spectrum time domain determinism theory mechanics boccotti phillips cylinder drag force wave height upstream oil & gas formulation wave group vertical cylinder sea state free surface displacement...
Proceedings Papers

Paper presented at the The Fourteenth International Offshore and Polar Engineering Conference, May 23–28, 2004
Paper Number: ISOPE-I-04-020
..., the SDOF model of the structure is based on the relationship between the reaction force (base shear) and the displacement of the top of the structure due to external loading. The inertia forces in such a SDOF model then have to be tuned to the spatial distribution of the studied external loading...
Proceedings Papers

Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-269
... of offshore structures in deep water when simultaneously subjected to random wave forces and steady current force with the nonlinearities arising from hydrodynamic drag forces and wave-current-structure interaction. inertia force modification factor design wave force reservoir characterization...
Proceedings Papers

Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-310
.... Therefore, it is very important issue to enhance seismic resistance of quay walls in Japan. earth pressure backfill ground water pressure seismic coefficient method seismic earth pressure caisson inertia force limit seismic coefficient seismic coefficient residual water pressure active...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-463
... is developed based on existing system. To correspond to the revision of ISO6954, the current standard was included in the optimization system which corresponds to the previous standard as a constraint. In this case, the inertia force of engine cylinders was adopted as exciter forces paying attention to engine...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-469
... (Kobe) Earthquake was characterized by large seaward movement of 507 Vertical load Horizontal load Deck (Inertia force during earthquake) Seaside Landside Pile Pile -1 .Om Horizontal Cracking at displacement pile cap 1.3-1.7m \ 1.0 En \ CA l.Oon Ii-\ , Sandy fill b te,rbadl;at-th pressure IV.I...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-325
... by the probability analysis based on the spectral form of wave force. To calculate the maximum expected wave force t&n the known parameters such as the mean height and the mean wave period, the modification factors for them are defined. At the time, since the drag and inertia forces do not reach their maxima...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-144
... pipelines, they remain the most feasible and therefore the most economical method for transporting materials continuously. reduction factor midstream oil & gas hong inha university inchon reduction coefficient cover depth trench drag force slope 1 inertia force pipeline stability...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-083
... and the contact between the model and ice sheet erminated as the test proceeded. On the other hand, the foundation load F~ tends to be small at the beginning of tests because the phase between the ice and inertia forces 570 is reversed. As time proceeds, the ice load decreases and the foundation load gradually...
Proceedings Papers

Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-019
..., critical member equation extreme condition inertia force unity check stiffener drag force south china sea strength wave theory offshore steel jacket strength wave force diagonal brace unity check value morrison equation boundary condition offshore structure Proceedings of the Tenth (2000...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-105
... or not. The fluctuating earth pressure on the caisson has a tendency to suppress the movement of the caisson when liquefaction does not occur at the backfill. On the other hand, the fluctuating component of earth pressure and the inertia force coincide in phase angle when liquefaction occurs in the backfill ground...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-116
... loaded piles is fundamentally empirical. transducer inertia force bearing behaviour model test berlin deflection horizontal impact load load-displacement relationship design concept loading pile head impact load static design concept time history response diameter foundation...
Proceedings Papers

Paper presented at the The Seventh International Offshore and Polar Engineering Conference, May 25–30, 1997
Paper Number: ISOPE-I-97-318
... ABSTRACT The characteristics of breaking wave forces are studied and the corresponding estimation procedures for them are proposed. For the characterization of the wave forces, three parts, i.e., drag force, inertia force, impact force are introduced and identified, respectively. Among drag...

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