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Author:

Xiong, Chen (Xiong, Chen.) | Zheng, Jie (Zheng, Jie.) | Xu, Liangjin (Xu, Liangjin.) | Cen, Chengyu (Cen, Chengyu.) | Zheng, Ruihao (Zheng, Ruihao.) | Li, Yi (Li, Yi.)

Abstract:

This study introduces a multiple-input convolutional neural network (MI-CNN) model for the seismic damage assessment of regional buildings. First, ground motion sequences together with building attribute data are adopted as inputs of the proposed MI-CNN model. Second, the prediction accuracy of MI-CNN model is discussed comprehensively for different scenarios. The overall prediction accuracy is 79.7%, and the prediction accuracies for all scenarios are above 77%, indicating a good prediction performance of the proposed method. The computation efficiency of the proposed method is 340 times faster than that of the nonlinear multi-degree-of-freedom shear model using time history analysis. Third, a case study is conducted for reinforced concrete (RC) frame buildings in Shenzhen city, and two seismic scenarios (i.e., M6.5 and M7.5) are studied for the area. The simulation results of the area indicate a good agreement between the MI-CNN model and the benchmark model. The outcomes of this study are expected to provide a useful reference for timely emergency response and disaster relief after earthquakes.

Keyword:

multiple-input convolutional neural network nonlinear time history analysis seismic response seismic damage assessment machine learning

Author Community:

  • [ 1 ] [Cen, Chengyu]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji
  • [ 2 ] [Xiong, Chen]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji
  • [ 3 ] [Xu, Liangjin]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji
  • [ 4 ] [Li, Yi]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji
  • [ 5 ] [Zheng, Jie]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji
  • [ 6 ] [Zheng, Ruihao]Key Laboratory of New Technology for Construction of Cities in Mountain Area, School of Civil Engineering, Chongqing University, Chongqing 400045, China;Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China;Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beiji

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Source :

Applied Sciences

ISSN: 2076-3417

Year: 2021

Issue: 17

Volume: 11

Page: 8258

2 . 7 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count: -1

Chinese Cited Count:

30 Days PV: 9

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