書誌事項
- タイトル別名
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- EVALUATION OF INPUT EARTHQUAKE MOTION TO THE HIGH-RISE SRC BUILDING IN THE WESTERN PART OF KOBE CITY DURING THE 1995 HYOGO-KEN NANBU EARTHQUAKE
- 1995ネン ヒョウゴケン ナンブ ジシンジ ノ コウベシ セイブ チク ニ タツ コウソウ SRCゾウ タテモノ エ ノ ニュウリョク ジシンドウ ヒョウカ
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During the 1995 Hyogo-ken Nanbu earthquake, strong motions were recorded at two neighboring sites, Takatori (TKT) and Shin-Nagata (SNT), located in the western part of the damage belt in Kobe City. The latter, observed at the basement of a high-rise building, was less than half the amplitude recorded at TKT. This difference has gone unresolved in terms of the relationship between ground motion level and actual damage situation. This study investigate input earthquake motion to the high-rise SRC building at SNT during the 1995 Hyogo-ken Nanbu earthquake using three approaches: (1) a 3-D finite difference method to elucidate the spatial variation considering both the seismic fault and the 3-D basin-edge structure, (2) amplification characteristics using recorded motions after the 1995 Hyogo-ken Nanbu earthquake at SNT, and (3) the foundation input motion analysis, taking into account the strong nonlinearity of the surrounding surface soil.
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 76 (662), 765-773, 2011
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
- 1390001205603501056
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- NII論文ID
- 130004752420
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 11074282
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- データソース種別
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- JaLC
- NDL
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- 抄録ライセンスフラグ
- 使用不可