{"_buckets": {"deposit": "b53d5baa-5c55-401e-9955-c9eb89a19ac8"}, "_deposit": {"id": "7439", "owners": [], "pid": {"revision_id": 0, "type": "depid", "value": "7439"}, "status": "published"}, "_oai": {"id": "oai:kitami-it.repo.nii.ac.jp:00007439"}, "item_9_biblio_info_6": {"attribute_name": "\u66f8\u8a8c\u60c5\u5831", "attribute_value_mlt": [{"bibliographicIssueDates": {"bibliographicIssueDate": "2005-06", "bibliographicIssueDateType": "Issued"}, "bibliographic_titles": [{}]}]}, "item_9_description_14": {"attribute_name": "\u30d5\u30a9\u30fc\u30de\u30c3\u30c8", "attribute_value_mlt": [{"subitem_description": "application/pdf", "subitem_description_type": "Other"}]}, "item_9_description_5": {"attribute_name": "\u5185\u5bb9\u8a18\u8ff0", "attribute_value_mlt": [{"subitem_description": "\u7814\u7a76\u4ee3\u8868\u8005 \u5927\u5cf6 \u4fca\u4e4b // \u79d1\u5b66\u7814\u7a76\u8cbb\u88dc\u52a9\u91d1(\u57fa\u76e4\u7814\u7a76(C)(2))\u7814\u7a76\u6210\u679c\u5831\u544a\u66f8 // \u5e73\u621015-16\u5e74\u5ea6 // \u7814\u7a76\u8ab2\u984c\u756a\u53f7\uff1a15560401 // \u8cc7\u6599ID:00008669692", "subitem_description_type": "Other"}, {"subitem_description": "\u53ce\u9332\u8ad6\u6587 : \u69cb\u9020\u5065\u5168\u5ea6\u8a3a\u65ad\u306b\u5411\u3051\u305f\u672d\u5185\u6e05\u67f3\u5927\u6a4b\u306e\u5e38\u6642\u9060\u9694\u30e2\u30cb\u30bf\u30ea\u30f3\u30b0 : Continuous vibration monitoring on Satsunai Seiryu Bridge for structural health diagnostics ; http://hdl.handle.net/10213/1570 // Damage detection and localization on structural connections using vibration-based damage identification methods : \u632f\u52d5\u89e3\u6790\u3092\u7528\u3044\u305f\u640d\u50b7\u540c\u5b9a\u6cd5\u306b\u3088\u308b\u69cb\u9020\u9023\u7d50\u90e8\u6b20\u9665\u306e\u691c\u51fa\u3068\u4f4d\u7f6e\u6c7a\u5b9a ; http://hdl.handle.net/10213/974 // \u632f\u52d5\u8a08\u6e2c\u306b\u3088\u308b\u6881\u90e8\u6750\u306e\u30af\u30e9\u30c3\u30af\u691c\u51fa : Crack Detection in Beam-Type Structures using Vibrational Measurements ; http://hdl.handle.net/10213/1571 // Modified damage identification algorithm based on vibration measurements : \u632f\u52d5\u8a08\u6e2c\u306b\u57fa\u3065\u304f\u640d\u50b7\u540c\u5b9a\u30a2\u30eb\u30b4\u30ea\u30ba\u30e0\u306e\u6539\u826f ; http://hdl.handle.net/10213/1287 // A Study on Damage Detection in Steel Structures using Changes in the Curvature of Power Spectral Density ; http://hdl.handle.net/10213/1572 // A numerical analysis of structural damage detection using changes in the curvature of power spectral density : \u30d1\u30ef\u30fc\u30b9\u30da\u30af\u30c8\u30eb\u5bc6\u5ea6\u66f2\u7dda\u306e\u5909\u5316\u3092\u7528\u3044\u305f\u69cb\u9020\u6b20\u9665\u691c\u51fa\u306e\u6570\u5024\u89e3\u6790 ; http://hdl.handle.net/10213/1284 // ACM\u578b\u8150\u98df\u30bb\u30f3\u30b5\u306b\u3088\u308b\u2160\u6841\u6a4b\u4e3b\u6841\u306e\u8150\u98df\u74b0\u5883\u306b\u95a2\u3059\u308b\u7814\u7a76 : Research on Corrosion environment of the main girder of an I-Section girder bridge by ACM-sensor ; http://hdl.handle.net/10213/1186 // ACM\u30bb\u30f3\u30b5\u3092\u7528\u3044\u305f\u6a4b\u6881\u306b\u304a\u3051\u308b\u5404\u7a2e\u8150\u98df\u74b0\u5883\u306e\u5b9a\u91cf\u7684\u8a55\u4fa1 : Quantitive evaluation of various corrosion environment in the bridge using the ACM-sensor ; http://hdl.handle.net/10213/1619 // ACM\u30bb\u30f3\u30b5\u3092\u7528\u3044\u305f\u92fc\u6841\u5857\u88c5\u52a3\u5316\u4e88\u6e2c\u624b\u6cd5\u306e\u691c\u8a0e : Investigation of the degradation prediction technique of the steel girder paint using the ACM sensor ; http://hdl.handle.net/10213/1165 // BMS\u306b\u304a\u3051\u308b\u88dc\u4fee\u4e8b\u696d\u30b7\u30df\u30e5\u30ec\u30fc\u30b7\u30e7\u30f3 : Simulation of rapair planning in BMS ; http://hdl.handle.net/10213/1185 // \u6a4b\u6881\u306e\u6a5f\u80fd\u6027\u8a55\u4fa1\u3068\u8010\u9707\u88dc\u5f37\u3078\u306e\u5fdc\u7528 : Evaluation of bridge function and its application to earthquake retrofit ; http://hdl.handle.net/10213/1573 // \u8001\u673d\u6a4b\u6881\u88dc\u4fee\u8a08\u753b\u306e\u305f\u3081\u306e\u88dc\u4fee\u5fc5\u8981\u5ea6\u30ec\u30d9\u30eb\u306e\u691c\u8a0e : Investigation of Maintenance Necessity Level for a ageing bridge repair plan ; http://hdl.handle.net/10213/1178 // \u8001\u673d\u6a4b\u6881\u88dc\u4fee\u8a08\u753b\u306e\u305f\u3081\u306e\u88dc\u4fee\u5fc5\u8981\u5ea6\u30ec\u30d9\u30eb\u306e\u691c\u8a0e : Investigation of Maintenance Necessity Level for a ageing bridge repair plan ; http://hdl.handle.net/10213/1620 // BMS\u306b\u7528\u3044\u308bRC\u5e8a\u7248\u306e\u75b2\u52b4\u52a3\u5316\u4e88\u6e2c\u624b\u6cd5\u306b\u3064\u3044\u3066 : Study on fatigue deterioration prediction technique of the reinforced concrete slab for BMS(Bridge Management System) ; http://hdl.handle.net/10213/1184 // RC\u5e8a\u7248\u3072\u3073\u5272\u308c\u306e\u52a3\u5316\u56e0\u5b50\u306e\u5206\u6790\u3068\u52a3\u5316\u4e88\u6e2c\u306e\u691c\u8a0e : Deterioration prediction and estimation of a deterioration factor reinforced concrete slab with crack ; http://hdl.handle.net/10213/1574 // \u70b9\u691c\u30c7\u30fc\u30bf\u306b\u57fa\u3065\u304f\u5e8a\u7248\u52a3\u5316\u306e\u63a8\u5b9a\u3068BMS\u3078\u306e\u5fdc\u7528 : Deterioration estimating of reinforced concrete slab based on inspection data and its application to BMS(Bridge Management System) ; http://hdl.handle.net/10213/1183 // \u6a4b\u6881\u70b9\u691c\u5b9f\u6e2c\u30c7\u30fc\u30bf\u306b\u57fa\u3065\u304f\u6a4b\u6881\u8cc7\u7523\u52a3\u5316\u4e88\u6e2c\u8a55\u4fa1\u306e\u691c\u8a0e : Investigation of Evaluation and Estimation of Bridge Asset Deterioration Based on Inspection Data ; http://hdl.handle.net/10213/1053 // Ferrocement\u306b\u3088\u308a\u88dc\u5f37\u3057\u305f\u640d\u50b7RC\u67f1\u306e\u69cb\u9020\u7279\u6027 : Structural Characteristics of Damaged RC Column Reinforced by Ferrocement ; 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