Читать книгу Offshore Compliant Platforms - Srinivasan Chandrasekaran - Страница 3

1 Chapter 1Table 1.1 Major fixed platforms constructed worldwide (as of 2017).Table 1.2 Tension leg platforms constructed worldwide.Table 1.3 Properties of a TMD in the model and prototype (scale 1 : 100).Table 1.4 Results of free oscillation tests of the TLP model.Table 1.5 RMS value of surge responses in the presence of random waves.Table 1.6 RMS value of pitch responses in the presence of random waves.Table 1.7 Mechanical properties of the Perspex material used for the model.

2 Chapter 2Table 2.1 Structural details of the BLSRP.Table 2.2 Natural periods and damping ratios.Table 2.3 Maximum response of the BLSRP model (0°, 0.1 m).Table 2.4 Maximum response amplitudes (numerical studies; 6 m wave height).Table 2.5 Geometric properties of the BLSRP for the stability study.Table 2.6 Maximum tension amplitude in the tethers in postulated failure case...Table 2.7 Mathieu parameters in postulated failure cases.Table 2.8 Fatigue life (rounded off) of tethers under eccentric loading.

3 Chapter 3Table 3.1 Characteristics of random sea conditions.Table 3.2 Comparison of responses to regular waves.Table 3.3 Deck response to different sea conditions.Table 3.4 Comparison of deck responses to high sea conditions.Table 3.5 Tension variation and service life of tethers of buoyant leg 1.Table 3.6 Characteristics of sea conditions (Jain and Chandrasekaran 2004).Table 3.7 Tether tension variation with combined actions of wind, waves, and ...

4 Chapter 4Table 4.1 Mechanical properties of marine DH36 steel (Cho et al. 2015).Table 4.2 Ice sea conditions.Table 4.3 Deck response to different sea conditions.Table 4.4 Deck response to open water and ice‐covered load cases.Table 4.5 Collision speed and impact duration (Syngellakis and Balaji 1989).Table 4.6 Mechanical properties of DH36 steel at a 0.001/s strain rate (Kim e...

5 Chapter 5Table 5.1 Properties of the triceratops‐based wind turbine.Table 5.2 Variation in RAO with changes in the wave heading angle.Table 5.3 Service life estimation of the triceratops.Table 5.4 Geometric parameters of the offshore triceratops.Table 5.5 Mass properties of the triceratops.Table 5.6 Response of the triceratops given rough sea conditions.