Zobrazeno 1 - 6
of 6
pro vyhledávání: '"ダイラタンシー"'
Publikováno v:
滋賀大学大学院教育学研究科論文集. 23:73-82
鉛直振動下における水とダイラタント流体が生み出す特異な現象の発生条件を実験的に調べた。その中でいくつかの新しい励起現象を発見し、それぞれの現象の発生条件を明らかにした
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::4c62cddc8d4434a6bad0c57d03cc9542
http://hdl.handle.net/10441/00016637
http://hdl.handle.net/10441/00016637
Publikováno v:
教育実践研究 : 富山大学人間発達科学研究実践総合センター紀要. 5:141-148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::17a21d4addccf425286a2954254afd72
http://hdl.handle.net/10110/3359
http://hdl.handle.net/10110/3359
Publikováno v:
日本建築学会構造系論文集. 74(640):981-986
In recent years, it becomes necessary to estimate the workability and consistency with good accuracy. Main purpose of this study is to establish a rheological model of fresh concrete that can consider the properties of dilatancy. Fundamental experime
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::56e134d03ee89a55e20c0bf7fe5cb6a9
http://hdl.handle.net/10076/12108
http://hdl.handle.net/10076/12108
Publikováno v:
コンクリート工学年次論文集. 31(1):1399-1404
回転粘度計を用いてフレッシュモルタルのレオロジー性質を測定した既報の結果から，ダイラタンシーに起因すると考えられるせん断応力のオーバーシュート現象が確認された。これに
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::07354a953c3ad8086408bccbec3f8f67
http://hdl.handle.net/10076/12272
http://hdl.handle.net/10076/12272
Publikováno v:
構造工学論文集. A. 47:1433-1444
Composite bridge pier using steel pipes with outer ribs will be able to save the construction cost and period In this paper, in order to investigate earthquake-resistant of the new type of composite bridge piers cyclic loading tests are conducted.Her
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::ef4b9b78dbbe963201adfb40dabe6d62
http://hdl.handle.net/10258/1019
http://hdl.handle.net/10258/1019
Publikováno v:
法政大学計算センター研究報告 = Bulletin of Computer Center, Hosei University. 7:21-24
Generally, when mechanical problems are analyzed by the Finite Element Method, constitutive equations, which define stress-strain relationship, affect the validity of the solution.This study aims to propose a constitutive equation based on critical s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::a0da88d06ea4e536980795bca3b7dfc9
http://hdl.handle.net/10114/00024686
http://hdl.handle.net/10114/00024686