Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Kazushi Ogawa"'
Autor:
S. Hirano, Hitoshi Sato, Kazushi Ogawa, N. Hirahara, Haifan Xiang, Shinsuke Tokoro, Koichiro Fumoto, You Lin Xu, Akihiro Honda, J. R. Hogsberg, Xinzhong Chen, Ahsan Kareem, Hideki Shimodoi, J. Krabbenhoft, Tamami Oryu, S. Kusuhara, Steen Krenk, L.D. Zhu, Yukihiro Nakashima, Ichiro Masuda
Publikováno v:
Wind Engineers, JAWE. 2001:457-480
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c8e4b8370fa411f8e3ab0ad86ddc2023
https://doi.org/10.5359/jawe.2001.89_457
https://doi.org/10.5359/jawe.2001.89_457
Micromagnetic study of side-writing phenomena using thin-film heads and Co–CoO metal-evaporated tape
Publikováno v:
Journal of Applied Physics. 93:7780-7782
The recording process and the relationship between the side-written band and the pole shape of thin-film recording heads, which have an upper pole with a narrow track width and a trimmed lower pole, using Co–CoO, obliquely evaporated magnetic tape,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df940a8db72dcaeb672ec6272faaeffa
https://doi.org/10.1063/1.1543917
https://doi.org/10.1063/1.1543917
Autor:
Yoshikazu Nishi, Kazunori Yamaguchi, Masatoshi Sasaki, Hiroaki Kagaya, Toshihiro Tamaki, Sakai Fujikazu, Kazushi Ogawa
Publikováno v:
Volume 1B: 16th Biennial Conference on Mechanical Vibration and Noise.
In large structures such as towers of suspension bridges or cable-stayed bridges, we often need to suppress the wind-induced vibration for their safety. Especially in the construction stage, the structures are more flexible than the completed ones. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d5a63ba61c5d600c5a9c22c599c2ff7
https://doi.org/10.1115/detc97/vib-3822
https://doi.org/10.1115/detc97/vib-3822
Autor:
Kazushi Ogawa
Publikováno v:
Wind Engineers, JAWE. 1994:53-54
This paper introduces the aerodynamic device utilizing three dimensional aerodynamic characteristics of the pylon, to suppress the wind-induced vibrations in the cable-stayed bridge pylon. The pylon form is assumed to be “A” which includes “inv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62857b655ae568731fa6f00e618fde8b
https://doi.org/10.5359/jawe.1994.59_53
https://doi.org/10.5359/jawe.1994.59_53
Autor:
Kazushi Ogawa, Naruhito Shiraishi
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1975:23-35
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7304c72cc98a58a38cbc44b846380584
https://doi.org/10.2208/jscej1969.1975.244_23
https://doi.org/10.2208/jscej1969.1975.244_23
Publikováno v:
Wind Engineers, JAWE. 1983:41-50
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e988aac57e53315b43a548e9165e2a90
https://doi.org/10.5359/jawe.1983.17_41
https://doi.org/10.5359/jawe.1983.17_41
Autor:
Naruhito Shiraishi, Kazushi Ogawa
Publikováno v:
Proceedings of the Japan Society of Civil Engineers. 1971:23-36
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f43dcc18c834ce777821f488f6e43d89
https://doi.org/10.2208/jscej1969.1971.187_23
https://doi.org/10.2208/jscej1969.1971.187_23
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