Extreme-Value Combination Rules for Tower–Line Systems Under Non-Gaussian Wind-Induced Vibration Response

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Detalles Bibliográficos
Publicado en:	Buildings vol. 15, no. 11 (2025), p. 1871
Autor principal:	Zhao, Shuang
Otros Autores:	Zhang Xianhong, Zhang Chentao, Yan Zhitao, Zhang, Xueqin, Zhang, Bin, Dai Xianxing
Publicado:	MDPI AG
Materias:	Load Wind engineering Structural engineering Response time Random variables Structural safety Wind tunnel testing Wind effects Service life Vibration response Correlation coefficients Correlation coefficient Vibration Monte Carlo simulation Wind loads Infrastructure Wind Wind resistance Value analysis Structural response Wind tunnels Gaussian process Engineering Vibration analysis Methods Estimation
Acceso en línea:	Citation/Abstract Full Text + Graphics Full Text - PDF
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