This collection contains 42 papers presented at Civil Engineering in the Oceans VI, held in Baltimore, Maryland, October 20-22, 2004.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | Keynotes New Nonparametric Methods in Risk Analysis Based on Resampling Techniques and Empirical Simulation <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | From the Sea…Naval Ocean Engineering Technology <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | The Economic Value of the Oceans\u2014Beaches, Maritime Transportation, Offshore Oil and Gas Production <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | Papers Waves and Wave Forces Estimate of Directional Spreading Parameters of a Cosine-2s Model <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | Optimization of Boussinesq-Type Models for Surface Waves over Porous Beds <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | Wave Propagation over Irregular Topography Using Green Function <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | An SPH Numerical Wave Tank <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | Pneumatic Effect of Nonlinear Waves and a Freely Floating Body Simulation by a 2D Fully Nonlinear Numerical Wave Tank (NWT) <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | The Effect of Wavelength on the Response of Floating Bodies <\/td>\n<\/tr>\n | ||||||
| 141<\/td>\n | Hydrodynamics Mechanism Responsible for Mixing at the Mouth of Tokyo Bay <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | Mechanisms of Air-Sea Turbulent Interactions at Small Scales <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | Influence of the Surface Tension on the Oil Slick Dynamics <\/td>\n<\/tr>\n | ||||||
| 175<\/td>\n | Ocean Engineering Chimera Reynolds-Averaged Navier-Stokes Simulations of Vortex-Induced Vibration of Circular Cylinders <\/td>\n<\/tr>\n | ||||||
| 186<\/td>\n | Time-Domain Simulation of Four-Quadrant Propeller Flows by a Chimera Moving Grid Approach <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | Synthetic Electro-Optical-Mechanical Cables for Ocean Observatory Moorings <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | Numerical Simulation of a Polyester Mooring System Interacting with a Classical SPAR <\/td>\n<\/tr>\n | ||||||
| 226<\/td>\n | Specialized Ship Mooring Problems: Transient Loadings and Long Period Waves <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | Coastal Engineering Shore Protection by Point-Absorbers <\/td>\n<\/tr>\n | ||||||
| 255<\/td>\n | Artificial Frond System for Seabed Scour Control at Wind Farm Platforms in Nantucket Sound, Massachusetts <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | Calculation of Wave Run-up on Slopes <\/td>\n<\/tr>\n | ||||||
| 276<\/td>\n | Offshore Structures Simulation of Wave Runup around Offshore Structures by a Chimera Domain Decomposition Approach <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | Significance of Short Crested and Diffracted Waves on Full Scale Motion Correlation of a Truss Spar <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | Comparison of Laboratory and Field Spar Platform Response Behavior <\/td>\n<\/tr>\n | ||||||
| 313<\/td>\n | Numerical Treatment of the Buckling of Nonlinearly Elastic Shells under Hydrostatic Pressure <\/td>\n<\/tr>\n | ||||||
| 328<\/td>\n | Stability of Stiffened Steel Plates under Axial Compression <\/td>\n<\/tr>\n | ||||||
| 338<\/td>\n | Coastal Structures Performance of Submerged Floating Breakwater Supported by Perforated Plates under Wave Action and Its Dynamics <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | Performance of Multiple Pontoons Floating Breakwater\u2014A Numerical Approach <\/td>\n<\/tr>\n | ||||||
| 365<\/td>\n | Physical and Numerical Modeling of Stacked Geotubes Subjected to Dynamic Loads <\/td>\n<\/tr>\n | ||||||
| 375<\/td>\n | Slamming Forces due to Random Waves on Horizontal Circular Members in Intertidal Zone <\/td>\n<\/tr>\n | ||||||
| 384<\/td>\n | Wave Runup on a Concentric Perforated Circular Cylinder System <\/td>\n<\/tr>\n | ||||||
| 395<\/td>\n | Marine Geotechnical Engineering Measuring Sea Bed Properties Using Static and Dynamic Penetrometers <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | Modeling of Seabed Interaction of Oceanographic Moorings in the Frequency Domain <\/td>\n<\/tr>\n | ||||||
| 417<\/td>\n | Validation of a Foundation Stability Model for Soft Clay <\/td>\n<\/tr>\n | ||||||
| 429<\/td>\n | Risk and Reliability Impact Burial of Cylinders in Soft Marine Sediments <\/td>\n<\/tr>\n | ||||||
| 443<\/td>\n | CADET: A Tool for Predicting Underkeel Clearance in Deep-Draft Entrance Channels <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | Harbors and Marine Transportation Systems Ship Squat Measurements Using GPS at Charleston Harbor <\/td>\n<\/tr>\n | ||||||
| 473<\/td>\n | Measurements and Modeling of Long-Period Wave Generated Currents in Port of Long Beach <\/td>\n<\/tr>\n | ||||||
| 488<\/td>\n | Modeling of Harbor Resonance in Port of Long Beach <\/td>\n<\/tr>\n | ||||||
| 503<\/td>\n | Two-Body Resonant Interactions by Fully Coupled Method and Partially Coupled Method <\/td>\n<\/tr>\n | ||||||
| 513<\/td>\n | Experimental Sloshing Studies in Sway and Heave Base Excited Square Tanks <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | Economic and Education Issues Experience with Implementation of the American Society of Civil Engineers’ Underwater Investigations Standard Practice Manual <\/td>\n<\/tr>\n | ||||||
| 535<\/td>\n | Intellectual Property Rights <\/td>\n<\/tr>\n | ||||||
| 552<\/td>\n | Indexes Subject Index A B C D E F G H I J L M <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | N O P R S T U V W <\/td>\n<\/tr>\n | ||||||
| 554<\/td>\n | Author Index A B C D F G H J K L M N P R S <\/td>\n<\/tr>\n | ||||||
| 555<\/td>\n | T V W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Civil Engineering in the Oceans VI<\/b><\/p>\n |