Progress in Civil, Architectural and Hydraulic Engineering IV by Yun-Hae Kim pdf.
Progress in Civil, Architectural and Hydraulic Engineering IV by Yun-Hae Kim pdf.
Self-vibration characteristic and influence factors analysis on the monopile foundation support structure of offshore wind turbine was conducted for the structural dynamic design. The results indicated that the fundamental frequency of the towering support structure was 0.437 Hz. The fluid-solid coupling effect was very weak; that is, the self-vibration frequency decreased within 5% when the flow action was considered. The fundamental frequency was affected obviously with the turbine unit mass and the elastic modulus of the soil foundation, and it could be raised through reducing the unit mass. The actual elastic modulus should be employed for vibration analysis. A nonlinear positive relation was shown between the thickness of the support structure wall and the vibration fundamental frequency. The fundamental frequency increased quickly when the surface wall was relatively thin, whereas the increase speed became slow when the wall became thick. It was reasonable that the wall thickness was designed by 1% of the diameter of the monopile.
Progress in Civil, Architectural and Hydraulic Engineering IV _ Proceedings of the 2015 4th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2015), Guangzhou, China, June 20-21, 2015.
The International Conference on Civil, Architectural and Hydraulic Engineering arrangement gives a gathering to trade of thoughts and upgrading common comprehension between researchers, designers, policymakers and specialists in these building fields. This book contains peer-checked on commitments from numerous specialists speaking to industry and scholarly foundations around the world. Creators from various nations have pooled their rich multidisciplinary forward-thinking information, so as to impart their priceless experience to the network.
PROGRESS IN CIVIL, ARCHITECTURAL AND HYDRAULIC ENGINEERING IV.
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