3-D broadband strong motion simulation in the Sendai basin during the 1998 Miyagiken-Nanbu earthquake (M_J5.0) using hybrid method
スポンサーリンク
概要
- 論文の詳細を見る
- 1999-11-09
著者
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SATO Toshiaki
Izumi Research Institute, Shimizu Corporation
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アーベン ピタルカ
Urs Corporation Pasadena
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SATOH Toshimi
Izumi Research Institute, Shimizu Corp.
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KAWASE Hiroshi
Graduate School of Human-Enviroment Studies, Kyusyu University
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PITARKA Arben
URS Greiner Woodward Clyde
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Kawase Hiroshi
Graduate School Of Human-enviroment Studies Kyusyu University
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Sato Toshiaki
Izumi Research Institute Shimizu Corp.
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Satoh Toshimi
Izumi Research Institute Shimizu Corp.
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KAWASE Hiroshi
Graduate School of Engineering and Resource Science, Akita University
関連論文
- 震源と地震動における地表断層地震と地中断層地震との相違
- Differences in Earthquake Source and Ground Motion Characteristics between Surface and Buried Crustal Earthquakes
- 3-D broadband strong motion simulation in the Sendai basin during the 1998 Miyagiken-Nanbu earthquake (M_J5.0) using hybrid method
- Synthetic Strong-Motions in Tokyo for the Great 1923 Kanto, Japan, Earthquake (M_s 8.2) by Hybrid Broad-band Time-History Simulation Procedure Combining 3-D Finite-Difference Method and Semi-Empirical Method Based on Variable-Slip Rupture Model
- Basin Structure Effects in the Kobe Area Inferred from the Modeling of Ground Motions from Two Aftershocks of the January 17, 1995, Hyogo-ken Nanbu Earthquake
- LESSON FROM THE 1995 HYOGO-KEN NANBU EARTHQUAKE : WHY WERE SUCH DESTRUCTIVE MOTIONS GENERATED TO BUILDINGS?
- SOURCE COMPLEXITY OF THE JANUARY 17,1995 HYOGOKEN-NAMBU EARTHQUAKE DETERMINED BY NEAR-FIELD STRONG MOTION MODELING : PRELIMINARY RESULTS
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