日本地球惑星科学連合2015年大会

講演情報

口頭発表

セッション記号 S (固体地球科学) » S-CG 固体地球科学複合領域・一般

[S-CG65] 兵庫県南部地震から20年:活断層と強震動に関する研究の進展

2015年5月26日(火) 11:00 〜 12:45 A04 (アパホテル&リゾート 東京ベイ幕張)

コンビーナ:*中原 恒(東北大学大学院理学研究科地球物理学専攻固体地球物理学講座)、堀川 晴央(産業技術総合研究所 活断層・地震研究センター)、丸山 正(文部科学省研究開発局地震・防災研究課)、座長:三宅 弘恵(東京大学地震研究所)、中原 恒(東北大学大学院理学研究科地球物理学専攻固体地球物理学講座)

11:00 〜 11:25

[SCG65-07] 強震動予測研究の進展

*関口 春子1 (1.京都大学防災研究所)

キーワード:強震動予測, 震源モデル, 速度構造, アスペリティ

Methodologies of ground motion prediction have developed rapidly during the last few decades incorporating the knowledge obtained through analysis of destructive earthquakes and taking advantage of progress in computers. The progress was highly accelerated thanks to the dens strong motion observation networks installed after the 1995 Hyogo-ken Nanbu earthquake.
In the modeling of source processes for anticipated earthquakes, as the patch asperities successfully explained the directivity pulses in downtown Kobe for the Hyogo-ken Nanbu earthquake (Kamae and Irikura, 1998), the asperity-based model has been the mainstream in Japan. The way to decide properties of asperities has been pursued by developing scaling relations for asperities estimated for observed earthquakes. The way to adequately locate asperities has been sought for in the relation between slip at depth and displacement along the fault traces or in the relation between asperity and fault geometry. In addition to asperities, realistic smaller-scale heterogeneity in the distribution of source parameters is considered to fill the deficiency of the wave excitation of asperity model and to moderate the forward directivity effect.
Underground velocity structure model with 3-dimensional variation like the Osaka basin model by Kagawa et al. (1993) was very rare before the Hyogo-ken Nanbu earthquake. Hyogo-ken Nanbu earthquake made us realize not only the difference in medium physical property but also the topography of the soft-hard boundary of the sedimentary-basin floor had great effect on the ground motion. This fact promoted the surveys and modeling of the velocity structure of large basins. Moreover, we have seen at every destructive earthquake that various aspects of the underground structure can cause locally large ground motions.
I am going to review how the methodology developed with our experience of destructive earthquakes and discuss whether we have successfully solved each problems.