Zobrazeno 1 - 6
of 6
pro vyhledávání: '"曲げ変形性状"'
Autor:
福山大学大学院工学研究科建築学専攻, 福山大学工学部工学部建築・建設学科, Fukuyama University, Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 31:93-100
Authors have developed the earthquake-resistant steel bars to make the seismic energy effectively absorbed. This paper presents the experimented on reinforced concrete bending member which built in the bar with an earthquake-resistant steel as parall
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::7549a18d252e23f9ab3d142555bfd561
http://id.nii.ac.jp/1064/00008287/
http://id.nii.ac.jp/1064/00008287/
Autor:
福山大学工学部建築学科, 福山大学建築学科大学院, Department of Architecture, Faculty of Engineering, Fukuyama University, Fukuyama University
Publikováno v:
福山大学工学部紀要. 30:109-117
Center for High-Tech Research, Fukuyama University (High-Tech Research Center for Structural and Material Developments) was established in 1999 by the grant from Ministry of Education, Culture, Sports, Science and Technology of Japan. It was research
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::717654cc7bbcd8a9491714b0e2671af5
http://id.nii.ac.jp/1064/00008253/
http://id.nii.ac.jp/1064/00008253/
Autor:
福山大学大学院工学研究科建築学専攻, 福山大学工学部工学部建築学科, Fukuyama University, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 30:119-124
This paper presents the experimental work on seismic performance of diagonally reinforced concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Eight specimens were prepared a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::48564f388aa6830d22c685e3ade1ccf9
http://id.nii.ac.jp/1064/00008254/
http://id.nii.ac.jp/1064/00008254/
Autor:
福山大学工学部建築学科, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 29:73-79
The influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. This paper presents the experimental work on flexural behavior
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::e64810e995db113aaf5348d8b68be3fb
http://id.nii.ac.jp/1064/00008201/
http://id.nii.ac.jp/1064/00008201/
Autor:
福山大学工学部建築学科, Department of Architecture, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 28:67-72
The influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. Parametric analysis was performed in order to analyze what valu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::fa73ac1f5d28c51cd7f17c20e6b9a8a9
http://id.nii.ac.jp/1064/00008157/
http://id.nii.ac.jp/1064/00008157/
Autor:
福山大学工学部建築学科, 福山大学工学部機械システム工学科, 福山大学工学部建設環境工学科, Department of Architecture, Faculty of Engineering, Fukuyama University, Department of Mechanical System Engineering, Faculty of Engineering, Fukuyama University, Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University
Publikováno v:
福山大学工学部紀要. 27:123-129
This paper presents the experimental and the analytical work on flexural behavior of Reinforce Concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Supposing the stress and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::62cb9f5019c98c05a2ac29045758b654
http://id.nii.ac.jp/1064/00008126/
http://id.nii.ac.jp/1064/00008126/