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Simulation of Long-Period Ground Motions for the 1923 Kanto Earthquake (M=8)
https://doi.org/10.15083/0000032724
https://doi.org/10.15083/00000327249889d10c-c122-4be5-ae39-8387354149fb
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
ji0674001.pdf (3.5 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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| 公開日 | 2008-05-30 | |||||
| タイトル | ||||||
| タイトル | Simulation of Long-Period Ground Motions for the 1923 Kanto Earthquake (M=8) | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | departmental bulletin paper | |||||
| ID登録 | ||||||
| ID登録 | 10.15083/0000032724 | |||||
| ID登録タイプ | JaLC | |||||
| その他のタイトル | ||||||
| その他のタイトル | 1923年関東地震(M=8)の長周期地震動 | |||||
| 著者 |
Takeo, Minoru
× Takeo, Minoru× Kanamori, Hiroo |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 127080 | |||||
| 姓名 | 武尾, 実 | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 127081 | |||||
| 姓名 | 金森, 博雄 | |||||
| 著者所属 | ||||||
| 著者所属 | Seismological Laboratory, California Institute of Technology | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | We performed numerical simulations of long-period ground motions in Tokyo for the 1 923 Kanto, Japan, earthquake (Ms=7.9 to 8.1) which devastated Tokyo, Yokohama, and their environs, and caused more than 130,000 fatalities. We used reflection-transmission matrices and the discrete wavenumber integration method to compute ground motions for fault models placed in layered structures. The objective of this study is twofold: 1) to estimate the long-period response spectrum for the 1923 Kanto earthquake; and 2) to investigate the effects of various source parameters on the ground motion so that we can assess the variability of estimated ground motions, and apply the results to a broader class of earthquakes than just a single design earthquake specifically fior the 1923 event. The Kanto earthquake was recorded in Tokyo with a Ewing seismograph and an Imamura seismograph. The ground motions estimated by earlier investigators from these two seismograms differed significantly. This conflict can be reconciled if we assume that the solid friction of the Ewing seismograph was very high during shaking. Solid friction can reduce the resonance of the instrument, and long-period ground motions with large amplitudes can be recorded correctly. We conclude that the ground motion of the Kanto earthquake had a very large long-period component with a velocity response spectrum of 120 cm/sec (5% damping) at a period of 13 sec. The velocity response spectrum at a period of 7.5 sec is estimated to be about 50 cm/sec. Numerical simulations produced a wide range of ground motions and response spectra, even with a given fault geometry and seismic moment. For a rupture model initiating from the southwestern end of the fault plane - the most probable epicenter of the 1923 earthquake - the computed response spectra have a range of 10 to 100 cm/sec at a period of 7.5 sec, which brackets the observed level. All the response spectra computed for this model have a peak in a period range of 10 to 13 sec. The slip distribution and the rupture direction significantly influence simulated ground motions. Large subevents in a shallow structure enhance the ground motion significantly, especially if the rupture propagation is toward the site. One of our extreme models, which has large slip of about 8 m in the shallow crust at the western end of the fault plane, can produce a large ground motion comparable to that estimated from the Ewing seismogram. Reducing the rise time or increasing the rupture propagation increases the spectral amplitude at periods shorter than 5 sec. Also, if the site is located on a very soft sediment, significant (a factor of 1.4) amplification occurs. The basin structure beneath Tokyo would increase the duration of ground motion significantly. Although increased duration does not significantly affect the response spectrum, it will play an important role in the nonlinear response of structures. | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | 1923年関東地震(Ms=7.9～8.1)の際の東京での長周期地震動の数値シミュレーションを行なった.地動の計算には,水平成層構造を仮定して反射・透過行列と離散化波数積分法を用いている.この論文の目的は以下の2点に要約される. 1)1923年関東地震時の長周期地震動の応答スペクトルを見積もること, 2)種々の震源パラメータが地動に及ぼす影響を調べ,見積もられた地動の変動範囲を評価することにより,シミュレーションの結果をより一般的な地震に適用出来るようにすること. 1923年関東地震の東京での地動は今村式強震計とEwing強震計に記録されている.これまでの研究では,これら2つの記録から推定された地動は非常に異なっていたが,我々はEwing強震計の摩擦抵抗がこの地震を記録しているときに大きかったと考えることにより,この矛盾を解決した.関東地震の際の東京での地震は大きな長周期成分を含んでおり速度応答スペクトル(5%damping)は周期13秒で120cm/secに達するものと考えられる.また,周期7.5秒付近での速度応答スペクトルは約50cm/secと見積もられる. | |||||
| 書誌情報 |
東京大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, University of Tokyo 巻 67, 号 4, p. 389-436, 発行日 1993-03-30 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 00408972 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00162258 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 453 | |||||
| 出版者 | ||||||
| 出版者 | 東京大学地震研究所 | |||||
| 出版者別名 | ||||||
| Earthquake Research Institute, University of Tokyo | ||||||
