不确定性对弹跳激励下人-结构耦合系统动态特性和响应的影响

IF 3 3区 工程技术 Q2 ENGINEERING, MECHANICAL Probabilistic Engineering Mechanics Pub Date : 2024-01-01 DOI:10.1016/j.probengmech.2024.103593
Dongjun Zeng, Haoqi Wang, Jun Chen
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引用次数: 0

摘要

近年来,在进行适用性评估时考虑人与结构耦合系统的固有不确定性已成为共识。来自人体和结构的不确定性是耦合的,并通过人-结构相互作用(HSI)效应共同传播。然而,在有节奏的运动中,每个随机源如何影响系统输出仍不清楚,也缺乏研究。本文介绍了人群弹跳下大跨度楼层的不确定性量化和全局敏感性分析方法。通过人机界面分析模型考虑了来自结构和人体的不确定性。不确定性分析采用了库尔巴克-莱布勒(K-L)发散指数和概率密度演化法(PDEM)。研究了四种不同特性结构的动态特性和振动响应。对结构模态质量、阻尼比和固有频率进行了参数分析,并提出了一种快速识别重要变量的方法。研究了剔除不重要变量后对动态可靠性的影响。研究发现,无论结构特征如何,弹跳人群对结构频率的影响有限,但可能会显著增加结构阻尼比及其变异性。在大多数情况下,人体阻尼比和人体频率是影响结构阻尼比的主要参数。人群弹跳下的结构加速度响应具有很大的变异性,这需要在计算中加以考虑。在大多数情况下,人体的质量、频率、阻尼比以及结构的质量和阻尼比并不重要,而弹跳活动的频率和结构在大多数情况下都很重要。生物力学载荷因素的重要性在很大程度上取决于结构频率和结构阻尼比。仅考虑建议的重要变量得出的可靠性结果在工程实践中足够准确。
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Influence of uncertainties on dynamic properties and responses of human-structure coupled system under bouncing excitations

The consideration of inherent uncertainties of the human-structure coupled system during serviceability assessment has become a consensus in recent years. The uncertainties from human body and structures are coupled and propagate together through the human-structure interaction (HSI) effect. However, how each random source affects the system output under rhythmic motion remains unclear and lacks investigation. In this paper, a method for uncertainty quantification and global sensitivity analysis for large-span floors under crowd bouncing is introduced. Both the uncertainties from the structure and the human body are considered through an HSI analytical model. The Kullback–Leibler (K-L) divergence indices and probability density evolution method (PDEM) are adopted for the uncertainty analysis. Dynamic properties and vibration responses of four structures with different characteristics are investigated. Parametric analysis of structural modal mass, damping ratio, and natural frequency is carried out for general insights and a quick method identifying the important variables is proposed. The influence on dynamic reliability after eliminating unimportant variables is investigated. It is found that a bouncing crowd has limited influence on structural frequency regardless of the structural characteristics but may significantly increase the structural damping ratio and its variability. The human body damping ratio and the human body frequency are the main influential parameters for the structural damping ratio in most cases. The structural acceleration responses under crowd bouncing are with large variability, which needs to be considered during the calculation. The mass, frequency, damping ratio of human body, the mass, and the damping ratio of structure are unimportant for acceleration responses in most cases, while the frequency of bouncing activity and structure are important in most cases. The importance of biomechanical load factors heavily depends on the structural frequency and the structural damping ratio. The reliability results only considering the suggested important variables are accurate enough for the engineering practice.

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来源期刊
Probabilistic Engineering Mechanics
Probabilistic Engineering Mechanics 工程技术-工程:机械
CiteScore
3.80
自引率
15.40%
发文量
98
审稿时长
13.5 months
期刊介绍: This journal provides a forum for scholarly work dealing primarily with probabilistic and statistical approaches to contemporary solid/structural and fluid mechanics problems encountered in diverse technical disciplines such as aerospace, civil, marine, mechanical, and nuclear engineering. The journal aims to maintain a healthy balance between general solution techniques and problem-specific results, encouraging a fruitful exchange of ideas among disparate engineering specialities.
期刊最新文献
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