493 publications from this institution
The mutual effect between electric corrosion of reinforcing bars and concrete cracks development caused by corrosion is investigated experimentally and analytically. In the experiment, a salt-water pool was set on the concrete cover of each specimen containing single round rebar for the implementation of electric corrosion. Then the radius losses around the corroded rebars were measured for the corrosion patterns. It was shown that the corrosion rates at various positions around the rebar were related to the crack width nearby. In the analysis, a numerical model based on the rigid body spring method combined with a truss network is proposed to simulate the coupled process by assuming the relation of current efficiency to the crack width. Satisfied agreement with the test results of non-uniform corrosion process and associated crack propagation is obtained using this model, offering a good tool to assist in the employment of the electric corrosion method.
In this paper, a practical method is proposed to use probe data for detecting locations of possible unmapped links automatically. Firstly probe data are matched to an existing road network based on their distances to links. If the distance is greater than a threshold value, the data is identified as an off-link data. Then a Probability Scoring System (PSS) is developed for categorizing the off-link probe data into three groups Facility, Noise and Link. A ranking method is finally developed for automatic outputting the locations with the highest possibility of unmapped links. Case studies in some areas are provided as evaluations of the proposed methods.
RC部材の変形能力を大きくして耐震性を向上させる目的で, 多量の横方向鉄筋を密に配置することが一般的になってきている. このようにすれば軸方向鉄筋の弾性座屈は防止できるが, 鉄筋降伏以後の塑性座屈を防止することは困難である. 従って, 強震時において軸方向鉄筋は引張塑性域から圧縮座屈域にわたる変位の繰り返しを受けることになり, 低サイクル疲労による鉄筋の破断が懸念される. 本研究は, D19異形鉄筋に強震時を想定した大変位の繰り返し載荷を行って, その破壊条件を検討したものである.
Screening for inhibitors of the ubiquitin-proteasome pathway, considered to regulate important cellular events and linked to serious diseases as well, led to isolation of a new compound, panepophenanthrin, from the fermented broth of a mushroom strain, Panus rudis Fr. IFO 8994. This is the first inhibitor of the ubiquitin-activating enzyme, which is indispensable for the ubiquitin-proteasome pathway. The structure of panepophenanthrin was determined by NMR and X-ray crystallographic analyses as 1,3a,10-trihydroxy-10c-(3-hydroxy-3-methylbut-1-enyl)-5,5-dimethyl-1,2,3,3a,5,5a,8,9,10,10a,10b,10c-dodecahydro-4-oxa-2,3,8,9-diepoxyacephenanthrylen-7-one.
本研究では, 離散型の解析手法である剛体-バネモデルを用いて, 純せん断力を受けるRCパネルの解析を行った. せん断力を受ける鉄筋コンクリート部材は, ある条件下でひずみの局所化が起こり, 通常のせん断破壊に比べて脆性的な破壊を示すことが確認されている. この破壊形態はせん断二次破壊と呼ばれ, その破壊メカニズムと発生条件はいまだ十分に解明されていない. 剛体-バネモデルは材料の不連続現象を比較的容易に表現できることから, RCパネルのせん断破壊挙動について詳細な考察を行うことで, せん断二次破壊の破壊メカニズムの解明を試みた. また, コンクリートの圧縮強度, 補強鉄筋の降伏強度, 補強鉄筋比の3つのパラメータを変化させたパラメトリック解析を行い, せん断二次破壊の発生条件を解析的に調べた.