A Novel Method for Predicting Local Site Amplification Factors Using 1-D Convolutional Neural Networks
Source abstract
Abstract
The analysis of site seismic amplification characteristics is one of the important tasks of seismic safety evaluation. Owing to the high computational cost and complex implementation of numerical simulations, significant differences exist in the prediction of seismic ground motion amplification in engineering problems. In this paper, a novel prediction method for the amplification characteristics of local sites was proposed, using a state-of-the-art convolutional neural network (CNN) combined with real-time seismic signals. The amplification factors were computed by the standard spectral ratio method according to the observed records of seven stations in the Lower Hutt Valley, New Zealand. Based on the geological exploration data from the seven stations and the geological hazard information of the Lower Hutt Valley, eight parameters related to the seismic information were presumed to influence the amplification characteristics of the local site. The CNN method was used to establish the relationship between the amplification factors of local sites and the eight parameters, and the training samples and testing samples were generated through the observed and geological data other than the estimated values. To analyze the CNN prediction ability for amplification factors on unrecorded domains, two CNN models were established for comparison. One CNN model used about 80% of the data from 44 seismic events of the seven stations for training and the remaining data for testing. The other CNN model used the data of six stations to train and the remaining station’s data to test the CNN. The results showed that the CNN method based on the observation data can provide a powerful tool for predicting the amplification factors of local sites both for recorded positions and for unrecorded positions, while the traditional standard spectral ratio method only predicts the amplification factors for recorded positions. The comparison of the two CNN models showed that both can effectively predict the amplification factors of local ground motion without records, and the accuracy and stability of predictions can meet the requirements. With increasing seismic records, the CNN method becomes practical and effective for prediction purposes in earthquake engineering.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Seismic Performance and Analysis · Structural Health Monitoring Techniques · Seismic Waves and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
References (36)
Show source-provided references
1. Effects of site geology on seismic ground motion: Early history10.1002/eqe.2503 ↗
2. Site conditions and earthquake ground motion–A review10.1016/j.soildyn.2016.08.003 ↗
3. Evaluating nonlinear effective stress site response analyses using records from the Canterbury earthquake sequence10.1016/j.soildyn.2015.12.007 ↗
4. Determination of site amplification in the Los Angeles urban area from inversion of strong-motion records10.1785/BSSA0870040866 ↗
5. Variability in nonlinear sediment response during the 1994 Northridge, California, earthquake10.1785/BSSA0880061426 ↗
6. Derivation of New Equations for Prediction of Principal Ground-Motion Parameters using M5’ Algorithm10.1080/13632469.2015.1104758 ↗
7. Seismic site amplification factors in Campi Flegrei, Southern Italy10.1016/0031-9201(93)90087-P ↗
8. A Nonlinear Site-Amplification Model for the Next Pan-European Ground-Motion Prediction Equations10.1785/0120120008 ↗
9. The Choice of Reference Sites for Seismic Ground Amplification Analyses: Case Study at Parkway, New Zealand10.1785/0120010289 ↗
10. Experimental study of topographic amplification using the Israel Seismic Network10.1080/13632460009350362 ↗
11. On the role of stiff soil deposits on seismic ground shaking in western Liguria, Italy: Evidences from past earthquakes and site response10.1016/j.enggeo.2017.06.006 ↗
12. On Microtremors. VIII
13. Method for Dynamic Characteristics Estimation of Subsurface Using Microtremor on Ground Surface
14. Motor imagery EEG signals classification based on mode amplitude and frequency components using empirical wavelet transform10.1109/ACCESS.2019.2939623 ↗
15. Motor imagery BCI classification based on novel two-dimensional modelling in empirical wavelet transform10.1049/el.2020.2509 ↗
16. Motor imagery EEG signals decoding by multivariate empirical wavelet transform-based framework for robust brain–computer interfaces10.1109/ACCESS.2019.2956018 ↗
17. Amplification factors for inelastic dynamic p–Δ effects in earthquake analysis10.1002/eqe.4290150508 ↗
18. Re-evaluation of code-specified stratigraphic amplification factors based on Italian experimental records and numerical seismic response analyses10.1016/j.soildyn.2017.12.030 ↗
19. Numerical simulation of topographical and geological site effects. Applications to canonical topographies and Rognes hill, South East France10.1016/j.soildyn.2018.10.020 ↗
20. Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs10.1193/070113EQS187M ↗
21. Effects of surface topography on seismic ground response in the Egion (Greece) 15 June 1995 earthquake10.1016/S0267-7261(98)00041-4 ↗
22. Aggravation factors for seismic response of sedimentary basins: A code-oriented parametric study10.1016/j.soildyn.2016.09.048 ↗
23. The seismic response of the Los Angeles basin, California10.1785/BSSA0880020337 ↗
24. 2D non-linear seismic response of the Dinar basin, TURKEY10.1016/j.soildyn.2016.07.021 ↗
25. Evidence of complex site effects and soil non-linearity numerically estimated by 2D vs 1D seismic response analyses in the city of Xanthi10.1016/j.soildyn.2016.05.006 ↗
26. Numerical analysis of seismic wave amplification in Nice (France) and comparisons with experiments10.1016/S0267-7261(00)00016-6 ↗
27. Surface wave quantification in a highly heterogeneous alluvial basin: Case study of the Fosso di Vallerano valley, Rome, Italy10.1016/j.soildyn.2019.02.008 ↗
28. On linear site amplification behavior of crustal and subduction interface earthquakes in Japan: (1) regional effects, (2) best proxy selection
29. Ground motion amplification models for Japan using machine learning techniques10.1016/j.soildyn.2020.106095 ↗
30. Novel nonparametric modeling of seismic attenuation and directivity relationship10.1016/j.cma.2016.09.004 ↗
31. A neural network approach for attenuation relationships: An application using strong ground motion data from Turkey10.1016/j.enggeo.2007.05.004 ↗
32. A new method of seismic site classification using HVSR curves: A case study of the 12 November 2017 Mw 7.3 Ezgeleh earthquake in Iran10.1016/j.enggeo.2020.105574 ↗
33. A new site classification approach based on neural networks10.1016/j.soildyn.2011.03.004 ↗
34. Ground Motion Prediction Equation Development by Heterogeneous Bayesian Learning10.1111/mice.12215 ↗
35. Exploiting dimensionality reduction and neural network techniques for the development of expert brain–computer interfaces10.1016/j.eswa.2020.114031 ↗
36. Localized damage caused by topographic amplification during the 2010 M7.0 Haiti earthquake10.1038/ngeo988 ↗