通过自然频率分析评估大跨度滑冰场的适用性极限状态

Gayoon Lee, Sung-Min Lee, Jae-Hyun Kim, K. Lee
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引用次数: 0

摘要

本研究调查了振动分析的应用情况,以确保用户安全,并为体育设施的未来使用制定有效的管理计划。根据记录,该设施的第一固有频率为 3.2 赫兹,第二和第三频率分别为 3.56 赫兹和 4.22 赫兹。专家认为,当固有频率与第二和第三模式一致时,可能会产生放大效应。在预期频率范围内,1.8 赫兹和 2.1 赫兹的动态活动出现共振,导致振幅显著增强。因此,在使用体育设施时,必须限制可能引起重复运动的有节奏的动作,以维护适用性和安全标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating Serviceability Limit State in a Long-span Skating Stadium Through Natural Frequency Analysis
This study investigated the application of vibration analysis to ensure user safety and establish an efficient management plan for the future utilization of sports facilities. The first natural frequency of the facility was documented at 3.2 Hz, while the second and third frequencies were measured at 3.56 Hz and 4.22 Hz, respectively. Experts posit that amplification is probable when the natural frequency aligns with the second and third modes. Resonance manifested at 1.8 Hz and 2.1 Hz dynamic activities within the anticipated frequency range, resulting in notable amplitude enhancements. Therefore, Constraining rhythmic actions that may elicit repetitive movements when using sports facilities is imperative to uphold serviceability and safety standards.
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