Repozytorium publikacji - Politechnika Gdańska

Structural reliability analysis is considered, by FORM and SORM applied to a certain idealized soil-platform structure interaction problem due to cyclic water wave and wind loads. Wave and wind loads are random variables, whereas dead load is deterministic. Load parameters are typical for storm conditions in the Baltic Sea. The soil-structure interaction is idealized as a set of linear translational and rotational springs. Due to a cyclic type of wave loads, the contact area between the structure and subsoil reveals a degradation phenomenon expressed as Young’s modulus degradation. Numerical calculations of β index provide practical conclusions

Autorzy

• dr hab. inż. Bogdan Rozmarynowski link otwiera się w nowej karcie ,
• dr inż. Marek Krzysztof Jasina link otwiera się w nowej karcie