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

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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 ...

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