書誌事項
- タイトル別名
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- A full-scale falling-weight impact test and numerical study on impact behavior of arch-type RC tunnel portal with three-layered absorbing system
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In order to confirm dynamic response characteristic of full-scale arch-type RC structure with three-layered absorbing system, falling-weight impact tests were conducted at real tunnel portal and three-dimensional elasto-plastic impact response analysis was also performed applying an equivalent tensile fractureenergy concept. Fromthisstudy thefollowing resultswereobtained. 1) Applying three-layered absorbing system, punching share failure may not be occurred and impact resistant performance can be remarkably improved. 2) Impact resistant performance of the tunnel portal with the absorbing system can be improved more than 13 times in input energy than that without absorbing system, and the real structure has possessed more thanthree times ultimate impact resistant capacity in input energy at design. 3) Three-dimensional elasto-plastic impact response analysis applying an equivalent tensile fracture energy concept for arch-type RC structure can be applicable by the level of maximum input energy at design.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 54A 1055-1066, 2008
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680259107712
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- NII論文ID
- 130004503564
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- HANDLE
- 10258/889
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可