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Calculation Method of Failure Provability for Safety Factor of Existing Harbor and Coastal Facilities from their Maintenance Viewpoint

机译：现有港口安全系数的计算方法与维护观点

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Kazumi ADACHI;
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年度 2013
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2. Calibration of partial factors in the safety assessment of existing concrete slab bridges for shear failure [J] . R.D.J.M. Steenbergen, A. de Boer, C. van der Veen Heron . 2012,第1期

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4. Partial safety factors for slip circle failures of gravity type port facilities [C] . G.L. Yoon, H.Y. Kim, Y.W. Yoon, Asian regional conference on soil mechanics and geotechnical engineering . 2011

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5. Seismic safety in existing public buildings: A study of library facilities. [D] . Barez, Shohreh. 1987

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7. Verification of Channel Width and Depth Calculation Method Based on "New Design Standards for the Channel in the Port and Harbor" by Existing Large Vessels [O] . Kaku ITO, Kiyokazu MINAMI, Masanori TSUGANE, 2010

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8. Safety Evaluation of Existing Dams (SEED) and Review of Operation and Maintenance(RO and M) Programs. 1996. Comprehensive Facility Review Report. Reservoir 'A' Dam. Lewiston Orchards Project Idaho, Pacific Northwest Region [R] . Gagner, K. 1996

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Calculation Method of Failure Provability for Safety Factor of Existing Harbor and Coastal Facilities from their Maintenance Viewpoint

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