## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 29

In general there will be several possible loading systems

In general there will be several possible loading systems

**acting**on the structure ; most of these will be functions of time and hence will be best described by a random process . A typical realisation of one such process is shown in ...Page 152

These velocity spectra were converted into spectra of the wave - induced velocity

These velocity spectra were converted into spectra of the wave - induced velocity

**acting**normal to the pipeline , and from these spectra , the significant wave - induced velocity and other parameters were calculated .Page 366

Appendix B : Estimation of Extreme Wave Loads External loads

Appendix B : Estimation of Extreme Wave Loads External loads

**acting**on jacket structures mainly consist of static deck loads and wave induced loads . Wave induced loads on the structure composed of slender cylindrical members are ...### What people are saying - Write a review

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind