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Seismic Damage Evaluation of Recycled Concrete Frame Using Wavelet Transform

机译:基于小波变换的再生混凝土框架抗震评估。

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According to the pseudo static tests on a two-storey and single-span concrete frame made with recycled aggregates, the failure pattern, hysteresis loop curves, displacement ductility of the recycled aggregate concrete frame are investigated.The time histories of loads and displacements are decomposed to four different levels by using the wavelet packet transform.Based on the decomposition coefficients on the 4th level, a seismic damage index is developed and presented in this paper.The cumulative damage process of this recycled aggregate concrete frame under low reverse cyclic loading is also analyzed by using this damage index.The experiment results clearly indicate that recycled aggregate concrete frames have excellent seismic behaviors.The damage index given in this paper can accurately and effectively reflect the severity of damage for structures under different loading states.
机译:根据再生骨料制成的两层单跨混凝土框架的拟静力试验,研究了再生骨料混凝土框架的破坏模式,磁滞回线,位移延性,分解了荷载和位移的时间历程。通过小波包变换将其分解为四个不同的水平。基于第四层的分解系数,本文提出并提出了地震破坏指数。该再生骨料混凝土框架在低反向循环荷载下的累积破坏过程也得到了总结。实验结果清楚地表明,再生骨料混凝土框架具有良好的抗震性能。本文给出的损伤指数可以准确,有效地反映出不同荷载状态下结构的损伤严重程度。

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