Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Kimura, Kichiro"'
Autor:
Kimura, Kichiro.
The wind resistant design of bridges becomes more realistic if the directionality of wind is incorporated into the analysis. However, the necessary information about the bridge response under wind with yaw angle, namely, under a wind not perpendicula
Externí odkaz:
http://hdl.handle.net/10393/7792
Autor:
Kubo, Yoshinobu, Kimura, Kichiro *, Sadashima, Kensuke, Okamoto, Yuzo, Yamaguchi, Eiki, Kato, Kusuo
Publikováno v:
In Journal of Wind Engineering & Industrial Aerodynamics 2002 90(12):2113-2125
Autor:
Nomura, Takashi, Imai, Toshiaki, Uematsu, Yasushi, Kimura, Kichiro, Kurita, Tsuyoshi, Sassa, Koji, Shirato, Hiromichi, [checking], Tominaga, Yoshihide, Tomokiyo, Eriko, Nishimura, Hiroaki, Noda, Minoru, Maeda, Junji, Hasebe, Hiroshi, Matsui, Masahiro, Yamaguchi, Atsushi, Yoshie, Ryuichiro, Yoshida, Akihito
Publikováno v:
JWE : 日本風工学会誌 : Journal of Wind Engineering. 122:64-81
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::70a0aa0b9bfc4cbbbd569c9cb75f6703
http://hdl.handle.net/2433/153386
http://hdl.handle.net/2433/153386
Autor:
Kimura, Kichiro.
The wind resistant design of bridges becomes more realistic if the directionality of wind is incorporated into the analysis. However, the necessary information about the bridge response under wind with yaw angle, namely, under a wind not perpendicula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1666260d346faf5a7da29770f1fe477
Autor:
Kimura, Kichiro
Publikováno v:
Society for Social Management Systems Internet Journal. 2(1)
The insured losses of structures due to strong winds have been always dominant and it will have significant contribution if such damage is effectively suppressed. In order to decrease the damage, it is useful to understand the mechanism of what kind
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::edb45b0df818569da0ebc771980b3707
http://hdl.handle.net/10173/1590
http://hdl.handle.net/10173/1590
Publikováno v:
Wind Resistant Design of Bridges in Japan; 2012, p1-7, 7p
Publikováno v:
Wind Resistant Design of Bridges in Japan; 2012, p237-240, 4p
Publikováno v:
Wind Resistant Design of Bridges in Japan; 2012, p231-236, 6p
Publikováno v:
Wind Resistant Design of Bridges in Japan; 2012, p173-196, 24p