Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 142
Such analysis is performed incrementally under increasing ice keel load while
the pipeline response is monitored . Analyses can then be repeated for a
representative matrix of ice - pipeline contact depth and gouge widths at
increasing levels ...
Such analysis is performed incrementally under increasing ice keel load while
the pipeline response is monitored . Analyses can then be repeated for a
representative matrix of ice - pipeline contact depth and gouge widths at
increasing levels ...
Page 151
Analysis Stages The parametric study conducted was divided into two main
stages of analysis . Stage 1 examined the local buckling response of pipelines
with ideal or perfect geometry , whereas , Stage 2 examined the local buckling ...
Analysis Stages The parametric study conducted was divided into two main
stages of analysis . Stage 1 examined the local buckling response of pipelines
with ideal or perfect geometry , whereas , Stage 2 examined the local buckling ...
Page 207
Proceedings of the 26th International Conference on Offshore Mechanics and
Arctic Engineering OMAE2007 June 10 - 15 , 2007 , San Diego , California , USA
OMAE2007 - 29029 Statistical Analysis of Channel Siltation Amount on the Silt ...
Proceedings of the 26th International Conference on Offshore Mechanics and
Arctic Engineering OMAE2007 June 10 - 15 , 2007 , San Diego , California , USA
OMAE2007 - 29029 Statistical Analysis of Channel Siltation Amount on the Silt ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine