書誌事項
- タイトル別名
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- RELIABILITY ANALYSIS ON SEISMIC CAPACITY OF EXISTING REINFORCED CONCRETE BUILDINGS IN JAPAN
- シンライセイ リロン ニ ヨル テッキン コンクリートゾウ ケンチクブツ ノ
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抄録
It is of great importance to assess the seismic risk of existing buildings located in a high seismic region to avoid destructive damages due to severe earthquakes. It is, therefore, necessary to estimate the seismic capacity of structures and strengthen them if required. It is also well recognized, however, that the structural safety may be rarely evaluated with certainty due to uncertainties of ground motion, ultimate strength and ductility of structures, and earthquake response etc, and should be regarded probabilistically rather than deterministically. This paper describes 1) the seismic capacity of buildings damaged due to recent severe earthquakes in Japan, 2) the seismic capacity of existing buildings both before and after strengthening, 3) the relationship between the decision criteria and the seismic capacity of damaged and existing buildings, and 4) applicability of probabilistic approach to estimate the earthquake damage ratio and effects by strengthening.
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 406 (0), 37-43, 1989
一般社団法人 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
- 1390282680581148672
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- NII論文ID
- 10003173609
- 110004086834
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
- http://id.crossref.org/issn/09108025
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- NDL書誌ID
- 3255193
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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