SAMPLE FOR JAPANESE MANUSCRIPT FOR JOURNALS OF JSCE
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- KOSA Kenji
- 九州工業大学 工学部建設社会工学科
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- TASAKI Kenji
- 大日本コンサルタント(株) 構造事業部
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- KATO Keisuke
- 九州工業大学大学院 工学研究科建設社会工学専攻
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- SHOJI Gaku
- 筑波大学 大学院システム情報工学研究科
Bibliographic Information
- Other Title
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- PC斜張橋の地震被害分析と耐震性の評価
Abstract
Detailed seismic damage analysis was conducted on a PC cable-stayed bridge damaged in the 1999 Chi-Chi Earthquake in Taiwan, using field measurement results and detailed drawings obtained from the administrator of the bridge. Through nonlinear dynamic analysis, it was found that the cause of damage to the bottom of the RC main pylon was the vibration on the high level mode. Also, it was found from the parametric study of ground motions that the earthquake response of PC cable-stayed bridges tends to become large if an earthquake dominating in a long-period component occurs.
Journal
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- Doboku Gakkai Ronbunshuu A
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Doboku Gakkai Ronbunshuu A 65 (1), 81-97, 2009
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205255163648
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- NII Article ID
- 130004467177
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- ISSN
- 18806023
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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