101. Dimensionless analysis of pulse-like effects on the seismic behavior of a dam based on wavelet-decomposed near-fault ground motions
- Author
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Shutong Xu, Qiang Xu, Jianyun Chen, and Jing Li
- Subjects
Mathematical analysis ,Context (language use) ,Building and Construction ,Physics::Geophysics ,Pulse (physics) ,Seismic analysis ,Wavelet ,Architecture ,Gravity dam ,Safety, Risk, Reliability and Quality ,Dispersion (water waves) ,Continuous wavelet transform ,Civil and Structural Engineering ,Dimensionless quantity ,Mathematics - Abstract
In this paper, the inherent self-similarity between seismic characteristics and the dynamic behavior of a concrete gravity dam under decomposed near-fault ground motions is investigated. The representative low- and high-frequency components were decomposed using the continuous wavelet transform method to explore their effects on the dam response. The Koyna concrete gravity dam system was used as the basis for a numerical model. A series of dam dynamic responses under near-fault motion with and without pulse properties were obtained by numerical analyses. The relationship between the proposed dimensionless indices (intensity measure ratio (ΦIM), pulse period ratio (T1/Tp)), and response ratio (ΨEDP, m) was established to study the inherent self-similarity in the dynamic behavior of dams, which has an explicit physical significance with smaller dispersion. The response proportions of two main frequency components in the original near-fault record were revealed. Furthermore, a series of new threshold values were calculated based on the intersection of the pulse and high-frequency ratios, and the range of influence of the low- and high-frequency components was quantitatively divided. Finally, a predictive model was proposed for the dam responses to near-fault ground motions containing the proposed dimensionless indices that exhibited reasonable patterns. The pulse-like seismic characteristics and seismic responses to near-fault ground motions were analyzed and selected in the context of sensitivity, inherent self-similarity, threshold point, and regression error. Results show that the self-similarity between Φ S a ( T 1 ) , ΦASI and ΨDVR,pulse, Ψ DVR n , p u l s e is superior to that of other parameter ratios, indicating that more attention should be given to the role of intensity and pulse parameters in practical concrete dam seismic design.
- Published
- 2021
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