書誌事項
- タイトル別名
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- ATTENUATION RELATIONSHIP FOR RESPONSE SPECTRA ON ENGINEERING BEDROCK CONSIDERING EFFECTS OF FOCAL DEPTH
- シンゲン フカサ ノ エイキョウ オ コウリョ シタ コウガクテキ キバン ニ オケル オウトウ スペクトル ノ キョリ ゲンスイシキ
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The purpose of this study is to develop attenuation relationship for acceleration response spectra on engineering bedrock for predicting strong ground motion. For developing the attenuation relationship, 3198 strong motion data from 52 earthquakes, which occurred in and around Japan from 1978 to 2003, with monent magnitude 5.5 to 8.3 are compiled in a database. By performing regression analysis using maximum likelihood method, new attenuation relationship is developed. In this relationship, effects of focal depth on the ground motion intensity and the focal depth dependence of the geometrical spreading coefficient are considered. The results show that the earthquake with deeper focal depth generates stronger ground motion.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 71 (606), 81-88, 2006
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205637733632
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- NII論文ID
- 110004763712
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 8057009
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可