Various offshore structures, especially large structures such as Tension Leg Platforms (TLP), are usually supported by concrete piles as the foundation elements. The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more
β¦ LIBER β¦
Wave loading effect in offshore structural reliability
β Scribed by H.Y. Chan; R.E. Melchers
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 540 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0167-4730
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