Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Kusuo KATO"'
Autor:
Kazutoshi MATSUDA, Kusuo KATO
Publikováno v:
Wind Engineers, JAWE. 47:17-22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd33081dd7d8347659ac2df761cb16de
https://doi.org/10.5359/jawe.47.17
https://doi.org/10.5359/jawe.47.17
Publikováno v:
XI International Conference on Structural Dynamics.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8dc65c21286cfdccb8eec342c0e42c1
https://doi.org/10.47964/1120.9161.18928
https://doi.org/10.47964/1120.9161.18928
Publikováno v:
Volume 1: Fluid Mechanics.
A spring-supported test for a rectangular cross section with the side ratio of B/D = 1.18 (B: along-wind length, D: cross-wind length) was conducted to simulate the phenomenon in a closed circuit wind tunnel at Kyushu Institute of Technology. A new f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb4d809d632cb9adf40147f20e35c858
https://doi.org/10.1115/ajkfluids2019-4620
https://doi.org/10.1115/ajkfluids2019-4620
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 206:104369
In general, motion-induced vortex vibration is considered to be caused by the unification of the separated vortex from leading edge and the secondary vortex at trailing edge. However, the results of previous wind tunnel tests for rectangular cross se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::57c688e3a2360c635edbe28ad3aaf809
https://doi.org/10.1016/j.jweia.2020.104369
https://doi.org/10.1016/j.jweia.2020.104369
Publikováno v:
Volume 4: Fluid-Structure Interaction.
According to the results of conventional wind tunnel tests on rectangular cross sections with side ratios of B/D = 2–8 (B: along-wind length (m), D: cross-wind length (m)), motion-induced vortex excitation was confirmed. The generation of motion-in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bc24860d949cd560a0ee4bdc4acf3ab0
https://doi.org/10.1115/pvp2017-65565
https://doi.org/10.1115/pvp2017-65565
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering ^|^ Earthquake Engineering (SE/EE)). 70:105-117
1Member of JSCE, Kyushu Electric Power Co., Inc. Research Laboratory, Engineering Headquarters, Civil Engineering Group (1-47 Shiobaru 2-chome, Minami-ku, Fukuoka-shi 815-8520, Japan) E-mail: Hirotsugu_Ikeda@kyuden.co.jp 2Member of JSCE, Professor, K
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::047872662df9401581f3ca371bf1e3cd
https://doi.org/10.2208/jscejseee.70.105
https://doi.org/10.2208/jscejseee.70.105
Publikováno v:
Journal of Wind Engineering. 35:37-46
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7628c30da0eadf6c180a2d17ee3501fa
https://doi.org/10.5359/jwe.35.37
https://doi.org/10.5359/jwe.35.37
Publikováno v:
Journal of Wind Engineering. 35:57-62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87fa075357a03476dbcca93981331562
https://doi.org/10.5359/jwe.35.57
https://doi.org/10.5359/jwe.35.57
Publikováno v:
Doboku Gakkai Ronbunshuu A. 65:797-807
吊形式橋梁に風が作用すると空力弾性振動が発生する場合があり，空力弾性振動が発生し難い吊形式橋梁用桁断面の開発が必要である．そこで，空力的付加部材を使用することなく耐風
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7f6c7cc3b73c84f406e5a0ab4fcd5012
https://doi.org/10.2208/jsceja.65.797
https://doi.org/10.2208/jsceja.65.797
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 96:954-962
Wind-induced response characteristics of parallel bridges were studied with various separation distances. Section models of box girders for a proposed and an existing cable-stayed bridges were tested in smooth flow. The two box girders have different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b81d80f6ce8221f12e819c21c53aa06
https://doi.org/10.1016/j.jweia.2007.06.021
https://doi.org/10.1016/j.jweia.2007.06.021