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反应谱分析

反应谱分析是一种线性模态方法,用于估算结构中地震引起的力和位移。该方法由Housner于1941年提出,它使用设计谱来表示不同固有频率的单自由度振子在地震作用下的最大响应,并通过组合模态贡献来计算结构响应。

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来源

  1. Housner, G. W. (1941). Calculating the response of an oscillator to arbitrary ground motion. Bulletin of the Seismological Society of America, 32(2), 143-149. link
  2. Newmark, N. M., & Hall, W. J. (1969). Seismic design criteria for nuclear reactor facilities. Building Science Series, National Bureau of Standards, Report NSB-46. link
  3. ASCE/SEI (2010). Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10). American Society of Civil Engineers. link

如何引用本页

ScholarGate. (2026, June 3). Response Spectrum Analysis for Earthquake Design. ScholarGate. https://scholargate.app/zh/civil-engineering/response-spectrum-analysis

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被引用于

ScholarGateResponse Spectrum Analysis (Response Spectrum Analysis for Earthquake Design). 于 2026-06-15 检索自 https://scholargate.app/zh/civil-engineering/response-spectrum-analysis · 数据集: https://doi.org/10.5281/zenodo.20539026