PROPOSAL OF THE FRAGILITY CURVE CONSIDERING THE DIRECTIONAL PROPERTY OF SEISMIC GROUND MOTIONS AND WOODEN BUILDINGS
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- NAKAZAWA Shunsuke
- School of Regional Design, Utsunomiya University
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- SAKAI Yuki
- Disaster Prevention Research Institute, Kyoto University
Bibliographic Information
- Other Title
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- 地震動と木造建物の方向性を考慮に入れた被害関数の提案
Description
<p>We conducted a study to estimate damage to buildings considering the directional property of seismic ground motions and buildings. We created the fragility curve based on the ‘average direction’, which response is the average value in various directions. We found responses in the average direction and responses in the ‘maximum direction’, which response is the maximum in various directions have a strong linear relationship. We can estimate damage to buildings by the fragility curve based on the ‘average direction’ by using the response estimated from the response in the ‘maximum direction’, that can be calculated faster than the ‘average direction’.</p>
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 87 (798), 680-689, 2022-08-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390855886882284928
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- OpenAIRE
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- Abstract License Flag
- Disallowed