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NTIS 바로가기Journal of the Korean Recycled Construction Resources Institute = 한국건설순환자원학회 논문집, v.8 no.4, 2020년, pp.590 - 595
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In this study, the small-scale collision experiments using a pendulum principle were carried out to evaluate the safety of the reinforced concrete building selected as a tsunami evacuation building due to the collision of the waterborne debris represented by ships. The experimental parameters were s...
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Arikawa, T., Ohtsubo, D., Nakano, F., Shimosako, K., Ishikawa, N. (2007). Large model tests of drifting container force due to surge front tsunami, Proceedings of Coastal Engineering, Japan Society of Civil Engineers, 54, 846-850.
Asai, T., Nakano, Y., Tateno, T., Fukuyama, H., Fujima, K., Sugano, T., Haga, Y., Okada, T. (2012). Tsunami load evaluation based on field investigations of the 2011 great east Japan earthquake, Proceedings of the 15th World Conference on Earthquake Engineering(15 WCEE), Lisbon, Portugal.
Naito, N., Maeda, K., Konno, H., Ushiwatari, Yiji, Suzuki, K., Kawase, R. (2015). The loading rate dependency of sand cushion focused on stress wave velocity using DEM, Journal of Japan Society of Civil Engineers, 71(2), I_557-I_566.
Nakano, Y. (2014). Structural design requirements for tsunami evacuation buildings in Japan, Proceedings of 1st ACI/JCI Joint Seminar, Hawaii.
NILIM/National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure, Transport and Tourism, Japan. (2012). Practical Guide on Requirement for Structural Design of Tsunami Evacuation Buildings, Technical Note of National Institute for Land and Infrastructure Management, 673, http://www.nilim.go.jp/lab/bcg/siryou/tnn/tnn0673pdf/ks0673.pdf.
Shoji, K., Takabayashi, T. (1999). Effect of ship dimensions on calculation formula for bow collision strength, The Journal of Japan Institute of Navigation, 101, 201-209.
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