1 |
JSSC (Japanese Society of Steel Construction) (2012), Fatigue Design Recommendations for Steel Structures (in Japanese).
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2 |
KISTEC (Korea Infrastructure Safety & Technology Corporation) (1996, 2001, 2006, 2012), In-depth Inspection Report of Namhae Bridge.
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3 |
Kogi OHTA (2004), Makoto FUKAZAWA, Bridge and Steel.
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4 |
Korea Maritime University (2009), Fatigue User's Manual & Reference Manual.
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5 |
KWS (Korean Welding Society) (2005), General Guide for Hot Spot Stress Analysis, Jounal of KWS (Korean Welding Society), 23(6), 514-524 (in Korean).
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6 |
Kyung, K. S., Shin, D. H., Kim, K. H. (2006), Analytical Study on the Development of High-Performance Orthotropic Steel Deck considered the Fatigue Behaviors of Structural Detaileds, Journal of KSSC (Korean Society of Steel Construction), 18(4), 417-426 (in Korean).
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7 |
Ryu, D. Y., Jung, H. Y. (2010), An Analysis and Retrofit of U-rib Fatigue Cracks in the Steel Deck Bridge, Journal of KSMI (Korea institute for Structural Maintenance Inspection), 14(2), 176-183 (in Korean).
과학기술학회마을
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8 |
Takeshi MORI (1993), Nobuhiko HAYASHI, Proposal of New Fatigue Life Evaluation Procedure for Steel Structural Details under Variable-Amplitude Stresses, Hosei university.
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9 |
The Ministry of Construction (1973), Namhae Bridge Final Report.
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10 |
J. W. Fisher (1984), Fatigue and Fracture in Steel Bridges.
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11 |
Jang, D. I., Kyung, K. S., Jo, K. H., Hong, S. U. (2000), Fatigue Life Assessment and Stress History Measurement of Steel Truss Railway Bridge occurring Fatigue Damages, Journal of KIIS (Korea Institute of Intelligent Systems), 15(1), 132-139 (in Korean).
과학기술학회마을
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12 |
Ministry of Land, Transport and Maritime Affairs (2012), KRTA Design Specifications.
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