2012年
Seismic Performance of a Full-Size Polypropylene Fiber-Reinforced Cement Composite Bridge Column Based on E-Defense Shake Table Experiments
JOURNAL OF EARTHQUAKE ENGINEERING
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- 巻
- 16
- 号
- 4
- 開始ページ
- 463
- 終了ページ
- 495
- 記述言語
- 英語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1080/13632469.2011.651558
- 出版者・発行元
- TAYLOR & FRANCIS LTD
E-Defense shake table experiments on a 7.5 m tall, 1.8 m by 1.8 m square bridge column using polypropylene fiber-reinforced cement composites (PFRC) at the plastic hinge region and part of the footing is presented. The column was excited using 80% of the original intensity of the near-field ground motion recorded at the JR Takatori Station during the 1995 Kobe, Japan earthquake. Use of PFRC mitigated cover and core concrete damage, local buckling of longitudinal bars, and deformation of ties even after six times of repeated excitation. The damage sustained was much less than the damage of regular reinforced concrete columns.
- リンク情報
- ID情報
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- DOI : 10.1080/13632469.2011.651558
- ISSN : 1363-2469
- J-Global ID : 201202289576604960
- Web of Science ID : WOS:000304483200002