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

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

Currently, extreme response analysis of tower–line systems typically assumes each component response follows a stationary Gaussian process. However, actual structural responses often exhibit significant non-Gaussian characteristics, potentially compromising structural safety during service life. Bas...

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Bibliographic Details
Main Authors: Shuang Zhao, Xianhong Zhang, Chentao Zhang, Zhitao Yan, Xueqin Zhang, Bin Zhang, Xianxing Dai
Format: Article
Language:English
Published: MDPI AG 2025-05-01
Series:Buildings
Subjects:
non-Gaussian process
tower–line system
peak factor
extreme responses
combination rules
Online Access:https://www.mdpi.com/2075-5309/15/11/1871
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