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Author:

Xie, Junju (Xie, Junju.) | Li, Xiaojun (Li, Xiaojun.) | Wen, Zengping (Wen, Zengping.) | Jia, Lin (Jia, Lin.) | An, Zhao (An, Zhao.) | Cui, Jianwen (Cui, Jianwen.) | Lin, Guoliang (Lin, Guoliang.) | Zhang, Qian (Zhang, Qian.) | Jiang, Peng (Jiang, Peng.) | Xie, Quancai (Xie, Quancai.) | Wang, Pengfei (Wang, Pengfei.) | Zimmaro, Paolo (Zimmaro, Paolo.) | Stewart, Jonathan P. (Stewart, Jonathan P..)

Indexed by:

EI Scopus SCIE

Abstract:

As part of a broader effort to develop ground-motion data resources for China in a manner consistentwith Next Generation Attenuation projects,we develop a database of geotechnical soil profiles and shear-wave velocity (VS) logs for sites having ground-motion accelerometers (this database is referred to as soil profile database [SPD]), and then use that data to develop site parameters. The site information is compiled for stations within the National StrongMotion Observation Network System(NSMONS) of China. This effort is focused on four provinces in western China (Yunnan, Sichuan, Gansu, and Xinjiang), which contribute 871 of 2023 NSMONS stations throughout China. Of the 871 sites, the SPD provides site information for 678 sites, or 78% of the total. To develop the SPD, geotechnical logs and/or VS profiles are compiled for 637 sites. This information is derived from previously unpublished reports and is assembled here in a uniform format and partially disseminated (only approximate site locations are provided). The remaining 41 sites in the SPD have confirmed bedrock conditions at the ground surface. Site metadata and parameters are compiled into a database, included as a supplemental material to this article, that includes the depth to the first occurrence of 0.5 km/s shear-wave velocity (Z0:5), three time-averaged shear-wave velocity parameters (VSe, VS20, VS30), and site classifications based on the Chinese building seismic design code and National Earthquake Hazards Reduction Program Provisions. For sites with VS profiles that do not extend to 30 m, we present region-specific recommendations for extrapolating time-averaged velocities from the profile depth to 30 m. For sites with geotechnical logs but no profiles, we present procedures to estimate VS profiles from which the earlier parameters can be derived. © 2022 Seismological Society of America. All rights reserved.

Keyword:

Soils Earthquake effects Database systems Shear waves Classification (of information) Seismic design Acoustic wave velocity Wave propagation Shear flow Seismic response

Author Community:

  • [ 1 ] [Xie, Junju]Institute of Geophysics, China Earthquake Administration, Beijing, China
  • [ 2 ] [Li, Xiaojun]Key Laboratory of Urban Security and Disaster Engineering of China Ministry of Education, Beijing University of Technology, Beijing, China
  • [ 3 ] [Wen, Zengping]Institute of Geophysics, China Earthquake Administration, Beijing, China
  • [ 4 ] [Jia, Lin]Institute of Geophysics, China Earthquake Administration, Beijing, China
  • [ 5 ] [An, Zhao]Institute of Geophysics, China Earthquake Administration, Beijing, China
  • [ 6 ] [Cui, Jianwen]Yunnan Earthquake Administration, Kunming, China
  • [ 7 ] [Lin, Guoliang]Yunnan Earthquake Administration, Kunming, China
  • [ 8 ] [Zhang, Qian]Yunnan Earthquake Administration, Kunming, China
  • [ 9 ] [Jiang, Peng]Sichuan Earthquake Administration, Chengdu, China
  • [ 10 ] [Xie, Quancai]Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China
  • [ 11 ] [Wang, Pengfei]Department of Civil and Environmental Engineering, University of California Los Angeles, Los Angeles; CA, United States
  • [ 12 ] [Zimmaro, Paolo]Department of Civil and Environmental Engineering, University of California Los Angeles, Los Angeles; CA, United States
  • [ 13 ] [Zimmaro, Paolo]Department of Environmental Engineering, University of Calabria, Arcavacata di Rende, Italy
  • [ 14 ] [Stewart, Jonathan P.]Department of Civil and Environmental Engineering, University of California Los Angeles, Los Angeles; CA, United States

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Source :

Seismological Research Letters

ISSN: 0895-0695

Year: 2022

Issue: 3

Volume: 93

Page: 1930-1942

3 . 3

JCR@2022

3 . 3 0 0

JCR@2022

ESI Discipline: GEOSCIENCES;

ESI HC Threshold:38

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 30

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 17

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