Add to ORKGSeismic resistant performance test of the steel bridge piers with different sections is performed in order to investigate the optional section profile. The test results are examined from the view point of the seismic performance such as the maximum strength and ductility, and fabrication cost. Evaluation of cost is done as total cost consist of material cost and manufacturing cost such as welding and cutting. Optimal section is examined from the relation between seismic resistant performance and total cost
In this study, four types of super highly loaded turbine blades are analyzed by a numerical method f...
Conventionally, steel bridges have been designed using the grillage analysis. Recently, the remarkab...
側屈姿勢を呈するパーキンソン病患者(側屈患者)1名と側屈姿勢のほとんどないパーキンソン病患者(非側屈患者）1名を対象に，前額面のSubjective Postural Vertical (SPV)を予...
金沢大学理工研究域フロンティア工学系下水管の老朽化に伴い、補修工事の必要性が増加している。それに伴い、管を掘り起こさず作業を行う管内作業ロボットの開発が進んでいる。しかし、従来のロボットは上下・前後の...
Concrete Filled Steel Tubular (CFT) arch bridges are excellent in strength under in-plane load. Howe...
金沢大学理工研究域機械工学系地盤改良工法の一つであるセメント安定処理工法は，事前に室内配合試験が必要であり，その混合行程は釜内壁への試料の付着等の問題があり熟練の作業を必要とする．そこで本研究では，産...
The Great Hanshin Earthquake on 1995 caused several types of damage in steel tube structures. Many t...
In this study, four types of super highly loaded turbine blades are analyzed by a numerical method f...
金沢大学理工研究域機械工学系航空機の高温構造部材に用いられるセラミックマトリックス複合材料（CMC）は，難削材であるため機械加工が難しく，加工効率や工具寿命などの点で課題を有している．本研究では，レー...
The present porcelain insulators seem to be too long and too heavy, although they satisfy the demand...
The Saikai Bridge, which is a steel arch bridge constructed in 1955 with the span of 216m, is known ...
The properties of cold drawn 6nylon yarn which was heated at various temperatures under the atmosphi...
Since Great Kobe earthquake in 1995, the seismic design of infra-structures in Japan was revised gre...
In this paper, we investigated the ring length compensation by an optical delay line in amplitude mo...
少雪地帯の森林を対象に，林冠疎開度と積雪深変化量との対応関係を検討した。林冠疎開度の指標として天空率を使用した。天空率と積雪深変化量との間には，積雪期には有意な正の関係が，融雪期には有意な負の関係が認...
In this study, four types of super highly loaded turbine blades are analyzed by a numerical method f...
Conventionally, steel bridges have been designed using the grillage analysis. Recently, the remarkab...
側屈姿勢を呈するパーキンソン病患者(側屈患者)1名と側屈姿勢のほとんどないパーキンソン病患者(非側屈患者）1名を対象に，前額面のSubjective Postural Vertical (SPV)を予...
金沢大学理工研究域フロンティア工学系下水管の老朽化に伴い、補修工事の必要性が増加している。それに伴い、管を掘り起こさず作業を行う管内作業ロボットの開発が進んでいる。しかし、従来のロボットは上下・前後の...
Concrete Filled Steel Tubular (CFT) arch bridges are excellent in strength under in-plane load. Howe...
金沢大学理工研究域機械工学系地盤改良工法の一つであるセメント安定処理工法は，事前に室内配合試験が必要であり，その混合行程は釜内壁への試料の付着等の問題があり熟練の作業を必要とする．そこで本研究では，産...
The Great Hanshin Earthquake on 1995 caused several types of damage in steel tube structures. Many t...
In this study, four types of super highly loaded turbine blades are analyzed by a numerical method f...
金沢大学理工研究域機械工学系航空機の高温構造部材に用いられるセラミックマトリックス複合材料（CMC）は，難削材であるため機械加工が難しく，加工効率や工具寿命などの点で課題を有している．本研究では，レー...
The present porcelain insulators seem to be too long and too heavy, although they satisfy the demand...
The Saikai Bridge, which is a steel arch bridge constructed in 1955 with the span of 216m, is known ...
The properties of cold drawn 6nylon yarn which was heated at various temperatures under the atmosphi...
Since Great Kobe earthquake in 1995, the seismic design of infra-structures in Japan was revised gre...
In this paper, we investigated the ring length compensation by an optical delay line in amplitude mo...
少雪地帯の森林を対象に，林冠疎開度と積雪深変化量との対応関係を検討した。林冠疎開度の指標として天空率を使用した。天空率と積雪深変化量との間には，積雪期には有意な正の関係が，融雪期には有意な負の関係が認...
In this study, four types of super highly loaded turbine blades are analyzed by a numerical method f...
Conventionally, steel bridges have been designed using the grillage analysis. Recently, the remarkab...
側屈姿勢を呈するパーキンソン病患者(側屈患者)1名と側屈姿勢のほとんどないパーキンソン病患者(非側屈患者）1名を対象に，前額面のSubjective Postural Vertical (SPV)を予...