## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Offshore structures |

### From inside the book

Results 1-3 of 83

Page 464

*2

by In-plane transverse load and out-of -plane bending is applied by out of -plane

transverse load at the tip of brace as shown in Fig. 5. Fig. 12 Principal Strain ...

*2

**Tension**or Compression load is directly applied. In-plane bending 1b appliedby In-plane transverse load and out-of -plane bending is applied by out of -plane

transverse load at the tip of brace as shown in Fig. 5. Fig. 12 Principal Strain ...

Page 61

1 (40) "* 2 where ax = axial stress in the tether (positive as

stress (positive as compression). <ry = yield strength ' 2 aEt = elastic buckling

hoop stress = E( — ) D E = Young's modulus D = Diameter of tether f = Thickness

of ...

1 (40) "* 2 where ax = axial stress in the tether (positive as

**tension**). at = hoopstress (positive as compression). <ry = yield strength ' 2 aEt = elastic buckling

hoop stress = E( — ) D E = Young's modulus D = Diameter of tether f = Thickness

of ...

Page 145

4.1 Design criteria A

installation connected to a fixed foundation by pretensioned tethers. A generic

TLP, with total displaced volume about 75000 tonnes, designed for operation in ...

4.1 Design criteria A

**tension**leg platform (TLP) is defined as a buoyant offshoreinstallation connected to a fixed foundation by pretensioned tethers. A generic

TLP, with total displaced volume about 75000 tonnes, designed for operation in ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

added mass amplitude analysis array calculated circular cylinder component crest damping coefficient direction displacement distribution domain drag coefficient drag force drillship dynamic effect element equation estimated flexible riser floating flow fluid force coefficients forces acting foroe forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave integral irregular Kc number lift force linear load low-frequency low-frequency oscillation matrix maximum measured method mooring line motion nonlinear obtained Offshore Mechanics Offshore Structures Offshore Technology Conference oscillation oscillatory parameters pile plate prediction pressure problem ratio Rayleigh distribution regular waves response Reynolds number Sarpkaya seastates second-order semisubmersible ship shown in Figure simulation solution spectra spectrum surge tension transfer function transverse vector velocity potential vertical viscous vortex vortex shedding vortices water depth wave amplitude wave excitation wave force wave frequency wave height wave number wave period wave power