Abstract

One of the purposes of earthquake engineering is to mitigate the damages in buildings and infrastructures and, therefore, reduce the impact of earthquakes on society. Seismic ground response analysis refers to the process of evaluating the ground surface motions based on the bedrock motion. On the other hand, deep learning techniques have been developing fast, and they are establishing their application in the civil engineering field. This study proposes two convolutional neural network (CNN) models to estimate the seismic response of the surface based on the seismic motion measured at 100 m level beneath the surface, and selected the one which outperforms the other as the main model. The performances of the main model are compared with those of a physical software SHAKE2000. Twelve sites that include 100 earthquake datasets, whose moment magnitude is higher than 6 and PGA is higher than 0.1 g, were selected. In addition, the corresponding earthquake datasets are used for the CNN model. Whereas the conventional software overestimated the values of the amplitudes for most of the sites, the proposed CNN model predicts fairly well both the values of the amplitudes and the natural periods where responses amplify the most with few exceptions. The proposed model especially outperforms the conventional software when the natural periods range from 0.01 to 0.3 s. For specific sites, the average mean squared errors of the proposed model are even dozens of times lower than those of the conventional physical software.

Highlights

  • One of the main purposes of modern earthquake engineering is to mitigate damage in buildings and infrastructure and, reduce the impact of earthquakes on society [1]

  • As the soil deposits tend to act as filters to seismic waves by amplifying motion at certain frequencies and attenuating it at others, characteristics of the soil mainly influence the nature of shaking at the ground surface, which is called the site effect [2,3]

  • Seismic ground response analysis refers to the process of evaluating the ground surface motions based on the bedrock motion to consider the local site effect [5]

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Summary

Introduction

One of the main purposes of modern earthquake engineering is to mitigate damage in buildings and infrastructure and, reduce the impact of earthquakes on society [1]. When an earthquake occurs at fault, the earthquake waves propagate from the source to other sites. The seismic waves travel through rocks over most of their trip from the source to the ground surface, and they reach the surface through the soil. As the soil deposits tend to act as filters to seismic waves by amplifying motion at certain frequencies and attenuating it at others, characteristics of the soil mainly influence the nature of shaking at the ground surface, which is called the site effect [2,3]. Evaluating the local site effect on ground shaking is an essential part of earthquake-resistant design [4]. Seismic ground response analysis refers to the process of evaluating the ground surface motions based on the bedrock motion to consider the local site effect [5]. One-dimensional seismic ground response analyses with wave equations have been widely performed in practices [6]

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