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pro vyhledávání: '"Hidenao Hayashi"'
Restoration of Hanshin Expressway after Kobe/Awaji Earthquake – challenge of 623 days before opening
Publikováno v:
Cement and Concrete Composites. 22:29-38
Kobe/Awaji Earthquake in 1995, called `The Great Hanshin Earthquake', occurred in heavily populated area of Kobe City and took away the lives of more than 6000 people. Hanshin Expressway Route 3 running through this area was also damaged hideously an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e55e566a5750392e55b7b11f932da17
https://doi.org/10.1016/s0958-9465(99)00046-3
https://doi.org/10.1016/s0958-9465(99)00046-3
Publikováno v:
Cement and Concrete Composites. 22:39-46
`Benten Viaduct' is one of the reconstructed bridges of Hanshin Expressway Route 3, which suffered a significant damage during the Hanshin/Awaji Earthquake in 1995. This section had consisted of 8 bridges before the earthquake, but revived as an inno
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::537a529155c44bc25a0800be60bf1acd
https://doi.org/10.1016/s0958-9465(99)00047-5
https://doi.org/10.1016/s0958-9465(99)00047-5
Publikováno v:
Doboku Gakkai Ronbunshu. 1999:143-158
阪神高速道路で約24年間供用された梅田入路の撤去に伴い, 荷重履歴を受けた鉄筋コンクリート床版の残存耐力あるいは疲労余寿命等の調査を主目的に, 主桁ウエブを20cm残した状態で3パ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a532d85c684d31c3bda955f61acef9b9
https://doi.org/10.2208/jscej.1999.620_143
https://doi.org/10.2208/jscej.1999.620_143
Publikováno v:
Doboku Gakkai Ronbunshu. 1998:49-60
阪神高速道路3号神戸線における弁天工区では, 阪神・淡路大震災により, 上部構造では単純桁3連が落橋, 5連に主桁座屈, 下部購造ではRC脚柱にせん断破壊が生じるなど大被害を被った. 被
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4264eaac33f8f17026641ce8861e2953
https://doi.org/10.2208/jscej.1998.605_49
https://doi.org/10.2208/jscej.1998.605_49
Publikováno v:
Doboku Gakkai Ronbunshu. 1998:73-82
兵庫県南部地震により被害を被ったRC橋脚に対して復旧補修工事に伴い詳細な損傷状況調査を行った. これらの調査結果を基に, 各RC単柱橋脚に対して道路橋示方書に基づく地震力保有水
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee8010ce18b76e23dbf75131a36e9ba6
https://doi.org/10.2208/jscej.1998.592_73
https://doi.org/10.2208/jscej.1998.592_73
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1983:77-85
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faedc078c4decbc686af2c9d7af30efc
https://doi.org/10.2208/jscej1969.1983.340_77
https://doi.org/10.2208/jscej1969.1983.340_77
Publikováno v:
Doboku Gakkai Ronbunshu. 1985:55-64
A design method based on the column approach is proposed for evaluating the ultimate strength of orthogonally stiffened wide plates with some heavy longitudinal stiffeners (stringers) in steel box girder bridges including the main box girders of cabl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fb93622ec2d0d29a972e9005a2bdc14c
https://doi.org/10.2208/jscej.1985.362_55
https://doi.org/10.2208/jscej.1985.362_55
Publikováno v:
Doboku Gakkai Ronbunshu. 1988:245-254
Epoxy bonded Steel Plate Method is a reinforcement method for repairing cracked and damaged RC slabs of bridge. In the method, a steel skin plate is adhered to the bottom surface of damaged concrete slab with epoxy resin.The aim of this paper is to e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86f99872bd3fb856ed87e1aca7505a3f
https://doi.org/10.2208/jscej.1988.398_245
https://doi.org/10.2208/jscej.1988.398_245
Publikováno v:
Doboku Gakkai Ronbunshu. 1985:575-578
This technical note presents the analytical and experimental studies on the torsional and distorsional stress in a multi-cellular box girders. Firstly, it is clarified through the numerical calculations based upon the thin-walled elastic beam theory
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b76a187340544610ce1c23e7c03a7d4
https://doi.org/10.2208/jscej.1985.356_575
https://doi.org/10.2208/jscej.1985.356_575
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