{"id":436,"date":"2024-02-28T14:45:56","date_gmt":"2024-02-28T05:45:56","guid":{"rendered":"https:\/\/wps.itc.kansai-u.ac.jp\/concrete\/?page_id=436"},"modified":"2026-02-22T15:58:20","modified_gmt":"2026-02-22T06:58:20","slug":"projects","status":"publish","type":"page","link":"https:\/\/wps.itc.kansai-u.ac.jp\/concrete\/projects\/","title":{"rendered":"Projects"},"content":{"rendered":"\n

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  • N. Ueda, Y. Sato: Influence of Material Properties and Bond Characteristics on Structural Behavior of Patch-Repaired RC Beams, IABSE Symposium 2025 Environmentally Friendly Technologies and Structures \u2013 Focusing on Sustainable Approaches, No.522, 2025.<\/li>\n\n\n\n
  • \u4e0a\u7530\u5c1a\u53f2\uff0c\u4e0b\u6751\u83ef\u5b50\uff0c\u4f50\u85e4\u9756\u5f66\uff0c\u5c3e\u5d0e\u5141\u5f66\uff1aCFRP\u30b9\u30c8\u30e9\u30f3\u30c9\u30b7\u30fc\u30c8\u306b\u3088\u308b\u8150\u98df\u3057\u305f\u9244\u7b4b\u3092\u6709\u3059\u308bRC\u306f\u308a\u306e\u88dc\u4fee\u88dc\u5f37\u52b9\u679c\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u691c\u8a0e\uff0c\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6\uff0cVol.70A\uff0cVol.70A\uff0cpp.829-841\uff0c2024.3\uff0e\uff08https:\/\/doi.org\/10.11532\/structcivil.70A.829\uff09<\/li>\n\n\n\n
  • Ueda, N., Shimomura, H., Sato, Y., Ozaki, M.: Study on Hybrid Strengthening for RC Beams Deteriorated by Rebar Corrosion, Proceedings of 11th International Conference on Fracture Mechanics of Concrete and Concrete Structures, 2023.9.(DOI: https:\/\/doi.org\/10.21012\/FC11.092352)<\/li>\n<\/ul>\n<\/div><\/div>\n<\/div><\/div>\n\n\n\n
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    • N. Ueda, Y. Nakamichi: Influence of tensile softening properties on shear behavior of R\/FRC beams, 12th International Conference on Fracture Mechanics of Concrete and Concrete Structures(FraMCoS-12), MS01-2:2, 2025.(https:\/\/doi.org\/10.21012\/FC12.1174)<\/li>\n\n\n\n
    • \u5229\u30ad\u30db\u30a6\uff0c\u4e0a\u7530\u5c1a\u53f2\uff0c\u9ad8\u8c37\u54f2\uff0c\u4f50\u3005\u6728\u4e98\uff1a\u74b0\u5883\u6761\u4ef6\u306e\u9055\u3044\u304c\u92fc\u7e4a\u7dad\u306e\u8150\u98df\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.45\uff0cNo.1\uff0cpp.880-885\uff0c2023.7\uff0e<\/li>\n\n\n\n
    • \u4e0a\u7530\u5c1a\u53f2\uff0c\u5b89\u798f\u99ff\u5e73\uff0c\u5229\u30ad\u30db\u30a6\uff1a\u92fc\u7e4a\u7dad\u304c\u92fc\u7e4a\u7dad\u88dc\u5f37\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u3072\u3073\u5272\u308c\u90e8\u306b\u304a\u3051\u308b\u9244\u7b4b\u8150\u98df\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\uff0c\u6750\u6599\uff0cVol.72\uff0cNo.4\uff0cpp.286-292\uff0c2023.4\uff0e<\/li>\n\n\n\n
    • \u4e2d\u9053\u512a\u592a\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1aR\/FRC\u90e8\u6750\u306e\u4ed8\u7740\u6319\u52d5\u306b\u53ca\u307c\u3059\u5f15\u5f35\u8edf\u5316\u7279\u6027\u306e\u5f71\u97ff\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.43\uff0cNo.2\uff0cpp.319-324\uff0c2021.7\uff0e<\/li>\n\n\n\n
    • \u4e2d\u9053\u512a\u592a\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1a\u304b\u3076\u308a\u306e\u9055\u3044\u304c\u3072\u3073\u5272\u308c\u305f\u92fc\u7e4a\u7dad\u88dc\u5f37\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u4e2d\u306e\u9244\u7b4b\u8150\u98df\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u88dc\u4fee\u30fb\u88dc\u5f37\u30fb\u30a2\u30c3\u30d7\u30b0\u30ec\u30fc\u30c9\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.20\uff0cpp.51-56\uff0c2020.10\uff0e<\/li>\n\n\n\n
    • \u4e2d\u9053\u512a\u592a\uff0c\u4e09\u8c37\u4e00\u771f\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1a\u3072\u3073\u5272\u308c\u3092\u6709\u3059\u308b\u92fc\u7e4a\u7dad\u88dc\u5f37\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u4e2d\u306e\u9244\u7b4b\u8150\u98df\u306e\u8a55\u4fa1\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u88dc\u4fee\u30fb\u88dc\u5f37\u30fb\u30a2\u30c3\u30d7\u30b0\u30ec\u30fc\u30c9\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.19\uff0cpp.193-198\uff0c2019.10\uff0e<\/li>\n\n\n\n
    • \u4e2d\u9053\u512a\u592a\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1a\u7e4a\u7dad\u88dc\u5f37\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u914d\u5408\u8a2d\u8a08\u6cd5\u306b\u5bfe\u3059\u308b\u4f59\u5270\u30da\u30fc\u30b9\u30c8\u7406\u8ad6\u306e\u9069\u7528\u6027\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.41\uff0cNo.1\uff0cpp.299 -304\uff0c2019.6\uff0e<\/li>\n\n\n\n
    • \u53b3\u6a39\u5149\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1a\u7c97\u9aa8\u6750\u3092\u6df7\u5165\u3057\u305fSHCC\u306e\u6d41\u52d5\u6027\u3068\u529b\u5b66\u7279\u6027\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.40\uff0cNo.2\uff0cpp.1213-1218\uff0c2018.6\uff0e<\/li>\n\n\n\n
    • Yongxing Zhang, Naoshi Ueda, Hikaru Nakamura, and Minoru Kunieda: Behavior Investigation of Reinforced Concrete Members with Flexural Strengthening Using Strain-Hardening Cementitious Composite, ACI Structural Journal, Vol.114, No.2, pp.417-426, 2017.3.<\/li>\n\n\n\n
    • \u85e4\u6751\u5c06\u6cbb\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1aFRCC\u306e\u3072\u3073\u5272\u308c\u9762\u306b\u304a\u3051\u308b\u305b\u3093\u65ad\u4f1d\u9054\u7279\u6027\u306b\u95a2\u3059\u308b\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.38\uff0cNo.2\uff0cpp.1333-1338\uff0c2016.6\uff0e<\/li>\n\n\n\n
    • Yongxing Zhang, Naoshi Ueda, Hikaru Nakamura, Minoru Kunieda: Numerical approach for evaluating shear failure behavior of strain hardening cementitious composite member, Engineering Fracture Mechanics, Vol.156, pp.41-51, 2016.5.<\/li>\n\n\n\n
    • \u4e0a\u7530\u5c1a\u53f2\uff0cPhamavanh Kongkeo\uff1a\u7e4a\u7dad\u88dc\u5f37\u30bb\u30e1\u30f3\u30c8\u7cfb\u8907\u5408\u6750\u6599\u306e\u305b\u3093\u65ad\u4f1d\u9054\u30e2\u30c7\u30eb\u306b\u95a2\u3059\u308b\u89e3\u6790\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.37\uff0cNo.2\uff0cpp.1117-1122\uff0c2015.6\uff0e<\/li>\n\n\n\n
    • \u4e0a\u7530\u5c1a\u53f2\uff0c\u8c37\u53e3\u62d3\u5cf0\uff0c\u9db4\u7530\u6d69\u7ae0\uff1a\u30de\u30c8\u30ea\u30af\u30b9\u3068\u7e4a\u7dad\u306e\u9055\u3044\u304cFRCC\u306f\u308a\u306e\u305b\u3093\u65ad\u7834\u58ca\u6319\u52d5\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.36\uff0cNo.2\uff0cpp.1147-1152\uff0c2014.6\uff0e<\/li>\n<\/ul>\n<\/div><\/div>\n<\/div><\/div>\n<\/div>\n\n\n\n

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      • Yuanxiang Dong and Naoshi Ueda: Post-peak behavior of concrete affect by DEF under uniaxial compression\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u88dc\u4fee\u30fb\u88dc\u5f37\u30fb\u30a2\u30c3\u30d7\u30b0\u30ec\u30fc\u30c9\u8ad6\u6587\u5831\u544a\u96c6\uff0cVol.25\uff0cpp.289-294\uff0c2025.10\uff0e<\/li>\n\n\n\n
      • Y. Dong, N. Ueda: Investigation of the structural performance of reinforced beams with severe levels DEF expansion, IABSE Symposium 2025 Environmentally Friendly Technologies and Structures \u2013 Focusing on Sustainable Approaches, No.556, 2025.<\/li>\n\n\n\n
      • Yuanxiang Dong, Naoshi Ueda: Study on Post-Peak Behavior of Concrete Deteriorated by ASR Subjected to Uniaxial Compression, Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete ICAAR 2024 – Volume II, RILEM Book series Vol.50, springer, pp.106-114, 2024.5.<\/li>\n\n\n\n
      • Naoshi Ueda: Experiment on ASR Expansion Under Both Active and Passive Restraints by Post-Tensioned Prestressing, Proceedings of the 17th International Conference on Alkali-Aggregate Reaction in Concrete ICAAR 2024 – Volume II, RILEM Book series Vol.50, springer, pp.219-227, 2024.5.<\/li>\n\n\n\n
      • Yuanxiang Dong, Naoshi Ueda, Yasuaki Ishikawa, and Toshiaki Mizobuchi: DEF-Induced Anisotropy and Expansive Energy of Concrete under Uni-axial Restraint\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.46\uff0cNo.1\uff0cpp.751-756\uff0c2024.6\uff0e<\/li>\n\n\n\n
      • Yuanxiang Dong, Naoshi Ueda, Kazuaki Nakabe, Yasuaki Ishikawa: Impacts of Delayed Ettringite Formation on Expansive behavior and Shear Capacity of RC beams\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.45\uff0cNo.1\uff0cpp.574-579\uff0c2023.7\uff0e<\/li>\n\n\n\n
      • \u4e0a\u7530\u5c1a\u53f2\uff0c\u6b66\u5c45\u51dc\u592a\u90ce\uff0c\u4e09\u6728\u670b\u5e83\uff0c\u5bfa\u6fa4\u5e83\u57fa\uff1aASR\u52a3\u5316\u306e\u9055\u3044\u304cRC\u306f\u308a\u306e\u305b\u3093\u65ad\u5727\u7e2e\u7834\u58ca\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.45\uff0cNo.2\uff0cpp.925-923\uff0c2023.7\uff0e<\/li>\n<\/ul>\n\n\n\n

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        \u5fae\u8996\uff0d\u69cb\u9020\u9023\u6210\u7834\u58ca\u529b\u5b66\u306b\u57fa\u3065\u304f\u52a3\u5316\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u90e8\u6750\u306e\u305b\u3093\u65ad\u62b5\u6297\u6a5f\u69cb\u306e\u5b9f\u8a3c\uff1a\u57fa\u76e4\u7814\u7a76(B)\uff08\u5206\u62c5\uff09\uff0c2023-2025<\/p>\n<\/div>\n\n\n\n

        <\/div>\n\n\n\n
        \n
        \"\"<\/figure>\n\n\n\n

        ASR\u304c\u751f\u3058\u305fPC\u90e8\u6750\u306e\u69cb\u9020\u6027\u80fd\u8a55\u4fa1\u306b\u8cc7\u3059\u308b\u52a3\u5316\u72b6\u614b\u306e\u5b9a\u91cf\u5316\u306b\u95a2\u3059\u308b\u7814\u7a76\uff1a\u57fa\u76e4\u7814\u7a76(C)\uff08\u4ee3\u8868\uff09\uff0c2020-2022<\/p>\n<\/div>\n\n\n\n

        <\/div>\n\n\n\n
        \n
        \"\"<\/figure>\n\n\n\n

        DEF\u306b\u3088\u308b\u5316\u5b66\u81a8\u5f35\u3092\u53d7\u3051\u305fRC\u90e8\u6750\u306e\u69cb\u9020\u6027\u80fd\u8a55\u4fa1\uff1a\u57fa\u76e4\u7814\u7a76(C)\uff08\u5206\u62c5\uff09\uff0c2020-2022<\/p>\n<\/div>\n\n\n\n

        <\/div>\n\n\n\n
        \n
        \"\"<\/figure>\n\n\n\n

        \u30e9\u30de\u30f3\u5206\u5149\u6cd5\u3092\u7528\u3044\u305f\u9aa8\u6750\u306eASR\u53cd\u5fdc\u6027\u304a\u3088\u3073ASR\u6b8b\u5b58\u81a8\u5f35\u91cf\u306e\u8a55\u4fa1\u65b9\u6cd5\u306e\u958b\u767a\uff1a\u57fa\u76e4\u7814\u7a76(B)\uff08\u5206\u62c5\uff09\uff0c2019-2021<\/p>\n<\/div>\n\n\n\n

        <\/div>\n\n\n\n
        \n
        \"\"<\/figure>\n\n\n\n

        \u5fae\u8996\uff0d\u69cb\u9020\u9023\u6210\u7834\u58ca\u529b\u5b66\u306b\u57fa\u3065\u304f\u52a3\u5316\u3057\u305f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u90e8\u6750\u306e\u305b\u3093\u65ad\u62b5\u6297\u6a5f\u69cb\u306e\u89e3\u660e\uff1a\u57fa\u76e4\u7814\u7a76(B)\uff08\u5206\u62c5\uff09\uff0c2019-2021<\/p>\n<\/div>\n\n\n\n

        <\/div>\n\n\n\n

        \u90e8\u6750\u8a73\u7d30\u306e\u8a2d\u8a08\u3068\u7167\u67fb\u306e\u9ad8\u5ea6\u5316\u306b\u8cc7\u3059\u308b\u7814\u7a76<\/h3>\n\n\n\n
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        \"\"<\/figure>\n<\/div>\n\n\n\n
        \n

        \u9244\u7b4b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u306b\u304a\u3051\u308b\u9244\u7b4b\u914d\u7f6e\u7b49\u306b\u5bfe\u3059\u308b\u7167\u67fb\u6cd5\u306b\u3064\u3044\u3066\u7814\u7a76\u3092\u3057\u3066\u3044\u307e\u3059\u3002\u5f93\u6765\u306e\u8a2d\u8a08\u306b\u304a\u3044\u3066\u306f\u524d\u63d0\u6761\u4ef6\u3068\u3055\u308c\u3066\u3044\u308b\u5404\u7a2e\u306e\u4e8b\u8c61\u306b\u5bfe\u3057\u3066\u3001\u7167\u67fb\u3059\u308b\u3053\u3068\u306b\u3088\u308a\u5408\u7406\u7684\u306a\u8a2d\u8a08\u3078\u3068\u3064\u306a\u304c\u308b\u6280\u8853\u3084\u3001\u5f53\u8a72\u7b87\u6240\u306b\u52a3\u5316\u304c\u751f\u3058\u305f\u5834\u5408\u306e\u5b89\u5168\u6027\u3092\u8a55\u4fa1\u3059\u308b\u305f\u3081\u306e\u65b9\u6cd5\u306a\u3069\u306b\u3064\u3044\u3066\u3001\u5b9f\u9a13\u3068\u89e3\u6790\u306e\u4e21\u9762\u304b\u3089\u691c\u8a0e\u3057\u3066\u3044\u307e\u3059\u3002<\/p>\n<\/div>\n<\/div>\n\n\n\n

        \u3010\u95a2\u9023\u8ad6\u6587\u3011<\/p>\n\n\n\n

          \n
        • \u4e2d\u6751\u5149\uff0c\u4e0a\u7530\u5c1a\u53f2\uff0c\u4e09\u6d66\u6cf0\u4eba\uff0c\u5c71\u672c\u4f73\u58eb\uff1a\u7e70\u8fd4\u3057\u8377\u91cd\u3092\u53d7\u3051\u308bRC\u90e8\u6750\u306b\u304a\u3051\u308b\u5185\u90e8\u3072\u3073\u5272\u308c\u3068\u5ea7\u5c48\u30e1\u30ab\u30cb\u30ba\u30e0\u306b\u95a2\u3059\u308b\u7814\u7a76\uff0c\u571f\u6728\u5b66\u4f1a\u8ad6\u6587\u96c6\uff0cVol.81\uff0cNo.10\uff0cID:24-00286\uff0c2025.10\uff0e<\/li>\n\n\n\n
        • B. Song, N. Ueda: Experimental study on crack distribution of RC members with reinforcing bars coated with fiber reinforced cementitious composites, 12th International Conference on Fracture Mechanics of Concrete and Concrete Structures(FraMCoS-12), MS15-1:1, 2025.(https:\/\/doi.org\/10.21012\/FC12.1205)<\/li>\n\n\n\n
        • \u5b8b\u535a\u8d85\uff0c\u4e0a\u7530\u5c1a\u53f2\uff0c\u4e2d\u6751\u5149\uff1aUHP-SHCC\u3067\u88ab\u8986\u3057\u305f\u9244\u7b4b\u306b\u3088\u308bRC\u90e8\u6750\u306e\u9244\u7b4b\u5ea7\u5c48\u6291\u5236\u52b9\u679c\u306b\u95a2\u3059\u308b\u5b9f\u9a13\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.46\uff0cNo.2\uff0cpp.997-1002\uff0c2024.6\uff0e<\/li>\n\n\n\n
        • \u5c71\u4e0b\u5922\u6765\u751f\uff0c\u4e0a\u7530\u5c1a\u53f2\uff1a\u91cd\u306d\u7d99\u624b\u306b\u304a\u3051\u308b\u6a2a\u88dc\u5f37\u7b4b\u306e\u52b9\u679c\u306b\u95a2\u3059\u308b\u89e3\u6790\u7684\u7814\u7a76\uff0c\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5e74\u6b21\u8ad6\u6587\u96c6\uff0cVol.45\uff0cNo.2\uff0cpp.841-846\uff0c2023.7\uff0e<\/li>\n\n\n\n
        • \u4e0a\u7530\u5c1a\u53f2\uff0c\u5c71\u4e0b\u5922\u6765\u751f\uff1a\u5f15\u5f35\u529b\u3092\u53d7\u3051\u308b\u91cd\u306d\u7d99\u624b\u306e\u8010\u8377\u6a5f\u69cb\u306b\u95a2\u3059\u308b\u89e3\u6790\u7684\u7814\u7a76\uff0c\u69cb\u9020\u5de5\u5b66\u8ad6\u6587\u96c6\uff0cVol.69A\uff0cpp.812-823\uff0c2023.3\uff0e<\/li>\n<\/ul>\n\n\n\n

          \u3010\u5916\u90e8\u8cc7\u91d1\u3011<\/p>\n\n\n\n

          \n
          \"\"<\/figure>\n\n\n\n

          \u8010\u8377\u6a5f\u69cb\u306b\u57fa\u3065\u3044\u305f\u91cd\u306d\u7d99\u624b\u306e\u5f37\u5ea6\u8a55\u4fa1\u5f0f\u306e\u63d0\u6848\uff1a\u57fa\u76e4\u7814\u7a76(C)\uff08\u4ee3\u8868\uff09\uff0c2024-2026<\/p>\n<\/div>\n\n\n\n

          <\/div>\n\n\n\n
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          \"\"<\/figure>\n\n\n\n

          \u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u90e8\u6750\u7aef\u5b9a\u7740\u90e8\u306e\u92fc\u6750\u8150\u98df\u306b\u3088\u308b\u5909\u72b6\u628a\u63e1\u3068\u5b9a\u7740\u6027\u80fd\u8a55\u4fa1\u624b\u6cd5\u306e\u78ba\u7acb\uff1a\u57fa\u76e4\u7814\u7a76(B)\uff08\u5206\u62c5\uff09\uff0c2024-2026<\/p>\n<\/div>\n\n\n\n

          <\/div>\n\n\n\n

          \u30ab\u30fc\u30dc\u30f3\u30cb\u30e5\u30fc\u30c8\u30e9\u30eb\u306b\u8cc7\u3059\u308b\u7814\u7a76<\/h3>\n\n\n\n
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          \"\"<\/figure>\n<\/div>\n\n\n\n
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          \u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u5de5\u5b66\u306e\u30b7\u30df\u30e5\u30ec\u30fc\u30b7\u30e7\u30f3\u306e\u9ad8\u5ea6\u5316\u306b\u8cc7\u3059\u308b\u7814\u7a76<\/h3>\n\n\n\n
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          \"\"<\/figure>\n<\/div>\n\n\n\n
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          \"\"<\/figure>\n\n\n\n

          V&V\u306b\u57fa\u3065\u304f\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u69cb\u9020\u7269\u306e\u65b0\u3057\u3044\u8a55\u4fa1\u4f53\u7cfb\u306e\u69cb\u7bc9\u3068\u305d\u306e\u793e\u4f1a\u5b9f\u88c5\u306b\u5411\u3051\u305f\u691c\u8a0e\uff1a\u57fa\u76e4\u7814\u7a76(B)\uff08\u5206\u62c5\uff09\uff0c2020-2022<\/p>\n<\/div>\n<\/div>\n\n\n\n

          <\/div>\n","protected":false},"excerpt":{"rendered":"

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