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Study on records of the Wenchuan MW 8.0 strong earthquake in 2008

  • En Guo*
  • , Xiyuan Zhou
  • , Zuozhou Zhao
  • , Hang Sun
  • *Corresponding author for this work
  • Tsinghua University
  • Beijing University of Technology

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

There are a large number of acceleration records obtained in the near fault strong motion of Wenchuan earthquake in 2008, which greatly enriched the database of strong motion. By the classification analysis to Sichuan records and comparison with the domestic and international earthquakes analysis, we draw the following conclusions: 1) whether parallel or perpendicular direction, the peaks of soil are greater than rock's. With the fault distance increasing, the gap between the two lines minishes gradually.2) With the increase in the number of peaks obtained, the correlation coefficient of GPGA or LGPA is generally increasing.3) The mean of R is respectively 8.10(rock), 10.31(soil), 10.10(total) in the usual range.4). The average of λ is respectively 0.5862(rock), 0.5707(soil), 0.5722(total), they are between 1/2 and 2/3. The difference is not large.

Original languageEnglish
Title of host publicationTrends in Civil Engineering
Pages2371-2374
Number of pages4
DOIs
StatePublished - 2012
Event2nd International Conference on Structures and Building Materials, ICSBM 2012 - Hangzhou, China
Duration: 9 Mar 201211 Mar 2012

Publication series

NameAdvanced Materials Research
Volume446-449
ISSN (Print)1022-6680

Conference

Conference2nd International Conference on Structures and Building Materials, ICSBM 2012
Country/TerritoryChina
CityHangzhou
Period9/03/1211/03/12

Keywords

  • Acceleration record
  • Attenuation curve
  • Peak average
  • Peak ratio

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