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STRONG MOTION ESTIMATION IN ORITATE DISTRICT, SENDAI CITY, FOR THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE BASED ON EXTENDED SITE EFFECT SUBSTITUTION METHOD
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- HATA Yoshiya
- 大阪大学大学院 工学研究科
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- KAMAI Toshitaka
- 京都大学防災研究所 斜面災害研究センター
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- WANG Gonghui
- 京都大学防災研究所 斜面災害研究センター
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- NOZU Atsushi
- (独)港湾空港技術研究所 地震動研究チーム
Bibliographic Information
- Other Title
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- 拡張型サイト特性置換手法に基づく2011年東北地方太平洋沖地震における仙台市折立団地での強震動の評価
Description
A large scale landslide was triggered at an embankment in Oritate area, Sendai City, during the 2011 off the Pacific coast of Tohoku Earthquake. In this study, to estimate ground motions during the main shock at the landslide site by means of an improved version of the site effect substitution method that has been developed by the authors, we performed microtremor measurement and temporary aftershock observation at the site. Through this approach, we estimated the seismic waveforms for the site of a strong motion station, which showed good consistency with the recordings obtained by this station, indicating the validity of the method. Then we used this improved method to estimate the strong ground motions at the landslide site. The estimated seismic waveforms include larger high-frequency components than those observed at neighboring strong motion stations.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
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Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 69 (4), I_298-I_310, 2013
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680326634496
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- NII Article ID
- 130004556937
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- ISSN
- 21854653
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- Text Lang
- ja
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- Article Type
- journal article
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed