id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fcis-11851	Yin, Di; Zhang, Chenya; Lu, Xindi	Dynamic Analysis of Single Pile Wind Power Foundation Structure	2023	4	.pdf	application/pdf	2775	140	56	The results show that the simplified boundary condition method proposed in this paper is suitable for modal analysis of single pile offshore wind power foundation structure. An equivalent spring element method considering stiffness is proposed as a new boundary condition simplification method, and its analysis results are compared with those of two reference models to verify its applicability to single pile offshore wind power foundation structure.	cache/fcis-11851.pdf	txt/fcis-11851.txt