基于 Slepian 模型的 SDOF 系统风致首次塑性位移概率快速估算方法

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2024-11-25 DOI:10.1016/j.engstruct.2024.119350
Bo Chen , Wei Li , Jianbiao Jia , Zekang Wang
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引用次数: 0

摘要

基于 Slepian 模型估算理想弹塑性振荡器(EPO)第一塑性位移概率分布的传统方法仅适用于零均值白噪声荷载。本研究提出了一种改进方法,适用于具有非零均值和非白噪声特性的风荷载,适用于共振响应主导风引起的波动响应的结构。原 EPO 在非零均值荷载下的对称构成模型被修改为等效于零均值荷载下的非对称构成模型;因此,承受非零均值荷载的 SDOF 系统被转换为零均值荷载下的 SDOF 系统。当共振响应主导风致波动响应时,风致波动响应可近似为窄带随机过程,其极值遵循瑞利分布,并可直接获得相关线性振荡器(ALO)局部最大位移的概率分布,从而使基于 Slepian 模型的方法适用于非白噪声载荷。为验证所提改进方法的准确性,进行了一项案例研究,结果表明本研究提出的改进方法能显著提高计算效率。改进方法的精度与荷载特性无关,而是取决于结构响应的窄带特性。当结构响应的窄带特征突出时,改进方法就会表现出很高的精度。
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A rapid estimation method for the probability of wind-induced first plastic displacement of SDOF systems based on the Slepian model
The conventional method based on the Slepian model for estimating the probability distribution of the first plastic displacement of an ideal elastic-plastic oscillator (EPO) is only applicable for zero-mean white noise loads. This study proposes an improved method applicable to wind loads with non-zero mean and non-white noise characteristics for structures whose resonant response dominates the fluctuating wind-induced response. The original EPO's symmetric constitutive model under non-zero mean loads is modified to be equivalent to an asymmetric constitutive model under zero mean loads; thus, a SDOF system subjected to non-zero mean loads is transformed into a SDOF system under zero mean loads. When the resonant response dominates the fluctuating wind-induced response, the fluctuating wind-induced response can be approximated as a narrow-band stochastic process, the extreme values following a Rayleigh distribution, and the probability distribution of the local maximum displacement of the associated linear oscillator (ALO) can be directly obtained, making the Slepian model-based method applicable for non-white noise loads. A case study is performed to validate the accuracy of the proposed improved method, and the results demonstrate that the improved method proposed in this study can significantly enhance computational efficiency. The accuracy of the improved method is independent of the load characteristics but rather depends on the narrowband characteristics of the structural response. When the narrowband characteristics of the structural response are prominent, the improved method exhibits high accuracy.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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