Pregled bibliografske jedinice broj: 1006201
Probabilistic Assessment of Cyclic Behavior of Laterally Loaded Piles in Sand
Probabilistic Assessment of Cyclic Behavior of Laterally Loaded Piles in Sand // International journal of offshore and polar engineering, 24 (2014), 3; 224-231 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1006201 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Probabilistic Assessment of Cyclic Behavior of Laterally Loaded Piles in Sand
Autori
Đepina, Ivan ; Le, Thi Minh Hue ; Eiksund, Gudmund ; Benz, Thomas
Izvornik
International journal of offshore and polar engineering (1053-5381) 24
(2014), 3;
224-231
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
monopile ; random ; cyclic ; offshore ; stiffness ; degradation ; lateral
Sažetak
This article provides insight into the influence of soil variability on the performance of a monopile type of wind turbine foundation subjected to long-term lateral cyclic loading in sandy soil. The effects of soil variability are studied by coupling a numerical pile-soil model with the stochastic model of soil properties. The variability of soil properties is transformed by the numerical pile-soil model in the uncertainties of the resulting pile deflections, rotations, and bending moments. A statistical representation of the results of the stochastic simulations is used for the probabilistic assessment of the ultimate and the serviceability limit state. The cyclic soil behavior is taken into account by means of an elasto-plastic stiffness degradation model.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Ivan Đepina
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus
