{"id":19,"date":"2020-06-23T16:18:17","date_gmt":"2020-06-23T07:18:17","guid":{"rendered":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/?page_id=19"},"modified":"2021-04-20T10:08:50","modified_gmt":"2021-04-20T01:08:50","slug":"papers","status":"publish","type":"page","link":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/papers.html","title":{"rendered":"\u8ad6\u6587\u4e00\u89a7"},"content":{"rendered":"

2020\u5e74\u5ea6\uff08\u4ee4\u548c2\u5e74\uff09<\/strong><\/h2>\n

\"\"\u4fee\u58eb\u8ad6\u6587<\/h3>\n

\u30fb\u767b\u5742 \u76f4\u7d00
\n\u3000\u8868\u9762\u8272\u3092\u7279\u5fb4\u91cf\u3068\u3057\u305f\u6a5f\u68b0\u5b66\u7fd2\u306b\u3088\u308b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u5909\u72b6\u30fb\u5185\u90e8\u54c1\u8cea\u306e\u691c\u51fa\u30e2\u30c7\u30eb\u3068\u30c7\u30fc\u30bf\u30bb\u30c3\u30c8\u306e\u57fa\u790e\u7684\u691c\u8a0e
\n\u3000Preliminary study of a data set and a detection model of defects in concrete using machine learning with surface color as a feature
\n\u30fbTakamasa NAGAI
\n\u3000Image analysis on the deformation behaviors of RC beams with simulated deteriorations under moving wheel load
\n\u30fb\u5b89\u4e95\u57fa\u54f2
\n\u3000\u65e2\u5b58 SRC \u90e8\u6750\u306e\u6027\u80fd\u8a55\u4fa1\u306b\u304a\u3051\u308b\u8a08\u6e2c\u3068\u89e3\u6790\u306e\u4fe1\u983c\u6027\u691c\u8a0e
\n\u3000Examination on the reliabilities of performance evaluation processes of existing SRC beams by FEA with NDT results<\/p>\n

\"\"\u5352\u696d\u8ad6\u6587<\/h3>\n

\u30fb\u5c0f\u7530\u5cf6\u3000\u5b89\u9686
\n\u3000UHPFRC\u4e0a\u9762\u88dc\u4fee\u306b\u3088\u308bRC\u5e8a\u7248\u306e\u5ef6\u547d\u52b9\u679c\u306b\u95a2\u3059\u308b\u75b2\u52b4\u89e3\u6790
\n\u3000Fatigue analysis on the life-extension effects of RC bridge deck slab with UHPFRC overlay repair
\n\u30fb\u8d64\u5742\u3000\u5065\u592a
\n\u3000\u51cd\u7d50\u878d\u89e3\u306b\u3088\u308b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u6c34\u5e73\u3072\u3073\u5272\u308c\u767a\u751f\u306e\u518d\u73fe\u5b9f\u9a13
\n\u3000Freeze-thaw experiment for reproducing horizontal cracks in concrete
\n\u30fb\u30a2\u30b7\u30e5\u30e9\u30d5\u3000\u30ab\u30fc\u30f3\u3000\u30d3\u30f3\u3000 \u30a2\u30df\u30eb\u3000\u30ab\u30fc\u30f3
\n\u3000UHPFRC \u6881\u306e4 \u70b9\u66f2\u3052\u75b2\u52b4\u8f09\u8377\u8a66\u9a13
\n\u3000Fatigue tests of UHPFRC beams under four-point bending load
\n\u30fb\u5965\u6cc9\u3000\u693f
\n\u3000\u3072\u3073\u5272\u308c\u81ea\u5df1\u6cbb\u7652\u306b\u3088\u308b UHPFRC\u66f2\u3052\u6319\u52d5\u3078\u306e\u5f71\u97ff\u306e\u5b9f\u9a13\u7684\u691c\u8a0e
\n\u3000Experimental study about the effects of crack self-healing in UHPFRC on bending behaviors
\n\u30fb\u5ca9\u7530\u3000\u58ee
\n\u3000\u3089\u305b\u3093\u7a4d\u5c64CFRP\u7bb1\u5f62\u65ad\u9762\u90e8\u6750\u306e\u66f2\u3052\u7279\u6027\u306e\u57fa\u790e\u7684\u691c\u8a0e
\n\u3000Preliminary study on the flexural properties of CFRP box beams with helicoidal laminate
\n\u30fb\u81ea\u898b\u3000\u6625\u6a39
\n\u3000\u66f2\u3052\u75b2\u52b4\u8a66\u9a13\u53ca\u3073\u6709\u9650\u8981\u7d20\u89e3\u6790\u306b\u3088\u308bUHPFRC \u306e\u75b2\u52b4\u89e3\u6790\u30e2\u30c7\u30eb\u306e\u69cb\u7bc9
\n\u3000Bridging stress degradation model of UHPFRC from numerically fitting fatigue flexural test results using FEA
\n\u30fb\u7af9\u5185\u3000\u52c7\u771f
\n\u3000\u30b0\u30ed\u30fc\u30d0\u30eb\/\u30ed\u30fc\u30ab\u30eb\u6709\u9650\u8981\u7d20\u89e3\u6790\u306b\u3088\u308b\u92fc\u5e8a\u7248\u306e\u6eb6\u63a5\u90e8\u306e\u5fdc\u529b\u89e3\u6790
\n\u3000Global\/Local FEA for the stresses in the welding areas of a steel bridge deck
\n\u30fb\u5800\u5408\u3000\u5b5d\u592a\u90ce
\n\u3000\u591a\u91cd\u89e3\u50cf\u5ea6\u8868\u73fe\u3092\u7528\u3044\u305f\u5f3e\u6027\u6ce2\u30c8\u30e2\u30b0\u30e9\u30d5\u30a3\u306b\u95a2\u3059\u308b\u57fa\u790e\u7684\u691c\u8a0e
\n\u3000Basic study on elastic wave tomography using multi-resolution representation
\n\u30fb\u5927\u77f3\u3000\u88d5\u8cb4
\n\u3000\u30de\u30c3\u30c1\u30f3\u30b0\u8ffd\u8de1\u30a2\u30eb\u30b4\u30ea\u30ba\u30e0\u3092\u7528\u3044\u305f\u6642\u9593-\u5468\u6ce2\u6570\u89e3\u6790\u624b\u6cd5\u306e\u958b\u767a
\n\u3000Development of time-frequency analysis technique using matching pursuit<\/p>\n

2019\u5e74\u5ea6\uff08\u4ee4\u548c1\u5e74\uff09<\/strong><\/h2>\n

\"\"\u535a\u58eb\u8ad6\u6587<\/h3>\n

\u30fbArslan Qayyum KHAN
\n\u3000RC \u5e8a\u7248\u75b2\u52b4\u89e3\u6790\u306b\u304a\u3051\u308b\u8f2a\u8377\u91cd\u8d70\u884c\u8a66\u9a13\u4f53\u3068\u5b9f\u6a4b\u3068\u306e\u7b49\u4fa1\u5883\u754c\u6761\u4ef6\u306e\u7814\u7a76
\n\u3000Boundary Conditions of Panel RC Slabs for Realistic Fatigue Behavior Analysis of Bridge RC Slabs<\/p>\n

\"\"\u4fee\u58eb\u8ad6\u6587<\/h3>\n

\u30fb\u5b89\u7530\u3000\u512a\u5b50
\n\u3000\u6a4b\u6881\u5e8a\u7248\u8868\u9762\u5f62\u72b6\u3068\u52fe\u914d\u304c\u6392\u6c34\u6027\u80fd\u306b\u53ca\u307c\u3059\u5f71\u97ff\u306e\u6570\u5024\u6d41\u4f53\u89e3\u6790\u7684\u8a55\u4fa1
\n\u3000Computational Fluid Dynamics Evaluation of the Influence of Bridge Slab Surface Shape and Gradient on Drainage Performance
\n\u30fbHONGJI\u3000MI
\n\u3000Finite element analysis on the stress reduction effects of UHPFRC overlaid steel bridge deck developed with a new interfacial bond method<\/p>\n

\"\"\u5352\u696d\u8ad6\u6587<\/h3>\n

\u30fb\u9060\u85e4\u3000\u7950\u5e0c
\n\u3000\u7570\u306a\u308b\u7a4d\u5c64\u69cb\u9020\u3092\u6709\u3059\u308bCFRP\u306e\u66f2\u3052\u5909\u5f62\u6319\u52d5\u306e\u753b\u50cf\u89e3\u6790
\n\u3000Image analysis of bending deformation behaviors of CFRP with different laminate structures
\n\u30fb\u6851\u57a3\u3000\u6f64\u4e5f
\n\u30004\u70b9\u66f2\u3052\u8f09\u8377\u5b9f\u9a13\u7d50\u679c\u306e\u9006\u89e3\u6790\u306b\u3088\u308bUHPFRC\u306e\u5f15\u5f35\u7279\u6027\u3068\u990a\u751f\u671f\u9593\u306e\u95a2\u4fc2
\n\u3000Inverse analysis of four-point flexural test results for the tensile characterization of UHFPRC with different curing ages
\n\u30fb\u6d5c\u5c71\u3000\u5343\u4f73
\n\u3000\u9650\u5b9a\u7684\u306b\u3089\u305b\u3093\u7a4d\u5c64\u3092\u7528\u3044\u305fCFRP\u306e\u66f2\u3052\u5909\u5f62\u30fb\u8010\u8377\u6319\u52d5\u306e\u5b9f\u9a13\u7684\u7814\u7a76
\n\u3000Experimental study on the deformation and load bearing behaviors of CFRP with partial use of helicoidal laminate
\n\u30fb\u753a\u3000\u512a\u8cb4
\n\u3000DCGAN\u751f\u6210\u753b\u50cf\u3092\u6559\u5e2b\u753b\u50cf\u3068\u3057\u3066\u7528\u3044\u305fCNN\u306e\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u8868\u9762\u5909\u72b6\u5206\u985e\u5668\u306e\u7cbe\u5ea6\u691c\u8a0e
\n\u3000Study on the classification accuracy of CNN about concrete surface deteriorations with training images generated by DCGAN<\/p>\n","protected":false},"excerpt":{"rendered":"

2020\u5e74\u5ea6\uff08\u4ee4\u548c2\u5e74\uff09 \u4fee\u58eb\u8ad6\u6587 \u30fb\u767b\u5742 \u76f4\u7d00 \u3000\u8868\u9762\u8272\u3092\u7279\u5fb4\u91cf\u3068\u3057\u305f\u6a5f\u68b0\u5b66\u7fd2\u306b\u3088\u308b\u30b3\u30f3\u30af\u30ea\u30fc\u30c8\u306e\u5909\u72b6\u30fb\u5185\u90e8\u54c1\u8cea\u306e\u691c\u51fa\u30e2\u30c7\u30eb\u3068\u30c7\u30fc\u30bf\u30bb\u30c3\u30c8\u306e\u57fa\u790e\u7684\u691c\u8a0e \u3000Preliminary study of a data set […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":6,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/pages\/19"}],"collection":[{"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/comments?post=19"}],"version-history":[{"count":13,"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/pages\/19\/revisions"}],"predecessor-version":[{"id":164,"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/pages\/19\/revisions\/164"}],"wp:attachment":[{"href":"https:\/\/c-mng.cwh.hokudai.ac.jp\/bridge.eng\/Root\/wp-json\/wp\/v2\/media?parent=19"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}