非平稳地震动局部频谱特性对结构响应的影响及动力可靠度分析
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西安建筑科技大学

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Code for seismic design of buildings: GB 50011—2010[S]. 2016 ed. Beijing: China Architecture Building Press, 2016.YANG Hong, CAO Hui, BAI Shaoliang. Effect of local time-frequency characteristics of earthquake wa-ves on structural nonlinear responses [J]. China Civil Engineering Journal, 2001, 34(04): 78-82.
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    摘要:

    研究地震动的非平稳特性对结构响应的影响,应避免传统反应谱和功率谱对地震动时间信息的缺失,本文通过快速小波变换法和局部谱理论求得不同尺度下的小波分量对应的地震波样本和地震波局部频谱特性。采用动力时程分析方法,求解不同小波分量对应的地震波样本对结构顶点位移峰值响应的贡献值,并确定其控制分量,分析得到控制分量对应的地震波样本的能量值,以及结构非线性强弱程度与结构顶点位移峰值响应之间的关系。在此基础上分析了地震动局部频谱对线性结构动力可靠度的影响。结果表明:控制线性结构响应的小波分量由结构基本周期所决定,而控制非线性结构响应的小波分量则由结构基本周期邻近周期段的低频小波分量所组成,且地震波样本的能量值较大分量并不是控制分量,能量值较大分量对结构响应的贡献值要远小于控制分量;随着非线性强度的增加,结构基本周期邻近周期段的低频分量对结构响应的影响会越来越大,结构周期越大,其对结构响应的影响也越大;当地震波中去除某个关键分量后,失效概率出现了显著的降低,并且失效概率进入平稳段的时间明显提前,去除控制分量后变化最为显著。

    Abstract:

    The non-stationary characteristics of earthquake ground motion can significantly impact structural responses, and it is important to avoid the limitations of traditional response spectrum and power spectrum methods, which may fail to capture the temporal information of earthquake ground motion. This paper utilizes the fast wavelet transform method and local spectral theory to obtain earthquake wave samples and their local spectral characteristics at different scales. Dynamic time-history analysis is then employed to assess the contribution of earthquake wave samples corresponding to different wavelet components to the peak displacement response of the structure"s top node. The controlling components are identified, and the relationship between the energy values of the controlling wavelet components and the peak displacement response of the structure is analyzed. Additionally, the influence of local spectral characteristics of earthquake ground motion on the dynamic reliability of linear structures is examined. The results indicate that: The wavelet components controlling the linear structural responses are determined by the fundamental period of the structure, while the wavelet components controlling non-linear structural responses consist of low-frequency components in the neighboring periods of the fundamental period.The wavelet components with the highest energy values are not necessarily the controlling components, and their contribution to structural responses is significantly less than that of the controlling components. As the intensity of non-linearity increases, the low-frequency components in the neighboring periods of the fundamental period have a greater impact on structural responses, and this impact becomes more significant as the structural period increases. Removing a key wavelet component from the earthquake wave can lead to a significant reduction in failure probability, and the time at which the failure probability enters a stable segment is significantly advanced. The change is most pronounced after removing the controlling components.

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  • 收稿日期:2024-07-27
  • 最后修改日期:2024-09-19
  • 录用日期:2024-09-30
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