Study on Building Fragility Curves Based on Uki City's Disaster-Victim Certificate Data due to the 2016 Kumamoto Earthquake
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- TORISAWA Kazuaki
- College of Science and Engineering, Kanto Gakuin University
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- MATSUOKA Masashi
- Department of Architecture and Building Eng., Tokyo Institute of Technology
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- HORIE Kei
- MS&AD InterRisk Research & Consulting, Inc.
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- INOGUCHI Munenari
- Faculty of Sustainable Design, Toyama University
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- YAMAZAKI Fumio
- National Research Institute for Earth Science and Disaster Resilience
Bibliographic Information
- Other Title
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- 2016年熊本地震における宇城市の罹災証明データに基づく建物被害関数の検討
Abstract
<p>In this study, we conducted building damage analysis using the damage survey data by the Uki City government, Kumamoto Prefecture due to the 2016 Kumamoto Earthquake, and constructed building fragility curves in combination with the estimated earthquake motion distribution. As the result of analysis on the tendency of damage ratios with respect to the structural material, construction period, roof types, and number of floors for wooden buildings, it was found that the major damage ratio of wooden buildings was larger than that of non-wooden buildings. The major damage ratio of wooden buildings in Uki City was significantly smaller than that of Mashiki Town for the same construction period and the same seismic motion level. The use of the both data from Uki City and Mashiki Town is suggested to establish unified fragility curves to cover a wide range of seismic motion.</p>
Journal
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- Journal of Japan Association for Earthquake Engineering
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Journal of Japan Association for Earthquake Engineering 21 (1), 1_172-1_186, 2021
JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING
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Keywords
Details 詳細情報について
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- CRID
- 1390005822569512448
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- NII Article ID
- 130007992065
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- ISSN
- 18846246
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed