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Author:

Wang, Yushi (Wang, Yushi.) | Li, Xiaojun (Li, Xiaojun.) (Scholars:李小军) | Liu, Aiwen (Liu, Aiwen.) | Lu, Tao (Lu, Tao.) | Zhao, Jiaxiang (Zhao, Jiaxiang.) | Wang, Ning (Wang, Ning.) | Li, Yiqiong (Li, Yiqiong.)

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Abstract:

In order to obtain more accurate spectral accelerations for seismic design, 2661 strong-motion acceleration records in the Next Generation Attenuation (NGA) West2 database were statistically analyzed, the effects of earthquake parameters on the middle to long periods of the ground motion spectral accelerations were studied, and normalized horizontal spectral accelerations on bedrock (site classification I in the Chinese standard) and non-bedrock (site classification II and III in the Chinese standard) for seismic design were established. The results indicated that the spectral accelerations of the ground motion were significantly influenced by site conditions and earthquake moment magnitudes, meanwhile they were slightly influenced by distance parameters of the earthquake source. Comparing to the spectral accelerations for seismic design suggested in RG1.60 of USNRC and GB50267-97 in China, the spectral accelerations of the ground motion obtained in this paper could evaluate the effects of site surface geology characteristics and earthquake moment magnitudes on the middle to long periods of the ground motion more reliably. Finally, the spectral accelerations for seismic design considering the influences of site conditions and seismotectonic environments were established, which could be used as the ground motion inputs in the site selection and seismic design of nuclear power plants on non-bedrock sites. © 2020, Editorial Board of Journal of Nuclear Power Engineering. All right reserved.

Keyword:

Site selection Nuclear energy Acceleration Earthquake effects Classification (of information) Nuclear power plants Nuclear fuels Seismic design

Author Community:

  • [ 1 ] [Wang, Yushi]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Wang, Yushi]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China
  • [ 3 ] [Wang, Yushi]China Earthquake Risk and Insurance Laboratory, Beijing; 100081, China
  • [ 4 ] [Li, Xiaojun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Li, Xiaojun]China Earthquake Risk and Insurance Laboratory, Beijing; 100081, China
  • [ 6 ] [Liu, Aiwen]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China
  • [ 7 ] [Lu, Tao]College of Geological Engineering, Institute of Disaster Prevention, Sanhe; Hebei; 065201, China
  • [ 8 ] [Zhao, Jiaxiang]College of Geological Engineering, Institute of Disaster Prevention, Sanhe; Hebei; 065201, China
  • [ 9 ] [Wang, Ning]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China
  • [ 10 ] [Li, Yiqiong]Institute of Geophysics, China Earthquake Administration, Beijing; 100081, China

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Source :

Nuclear Power Engineering

ISSN: 0258-0926

Year: 2020

Issue: 3

Volume: 41

Page: 115-120

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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