Zobrazeno 1 - 10
of 86
pro vyhledávání: '"SHIRAISHI, Naruhito"'
Autor:
Shiraishi, Naruhito
Kyoto University (京都大学)
0048
乙第1732号
論工博第400号
新制||工||180(附属図書館)
UT51-46-B117
0048
乙第1732号
論工博第400号
新制||工||180(附属図書館)
UT51-46-B117
Externí odkaz:
http://hdl.handle.net/2433/77822
Autor:
MATSUMOTO, Masaru, SHIRAISHI, Naruhito, SHIRATO, Hiromichi, SHIGETAKA, Koichi, NIIHARA, Yuji, YAMAGUCHI, Shigehiro
Publikováno v:
京都大学防災研究所年報. B. 35(B-1):147-159
Increasing of span length of suspension bridges, it has become more important how to evaluate the stability of flutter phenomina than before. Recent investigations have paid, in consequence, a lot of considerations on identification of aerodynamic de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::72bdfc20c2b31af2bcb7e7d6abb01ef0
http://hdl.handle.net/2433/72383
http://hdl.handle.net/2433/72383
Autor:
Shiraishi Naruhito, Furuta Hitoshi
Publikováno v:
Civil-Comp Proceedings.
In general, the maintenance of bridge structures consists of inspection and repair. Inspection results are used as a basis to judge whether the bridge should be repaired or not. To establish a rational repair and maintenance program, it is necessary
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f821fe9879752175265b2b5a0779def
https://doi.org/10.4203/ccp.4.15.5
https://doi.org/10.4203/ccp.4.15.5
Autor:
MATSUMOTO, Masaru, ITO, Yuichi, YAGI, Tomomi, TOKUMOTO, Shinichi, BAEK, Byung-gi, SHIRATO, Hiromichi, SHIRAISHI, Naruhito
Publikováno v:
京都大学防災研究所年報. B. 34(B-1):57-69
The mechanism of vortex-induced oscillation of bluff section is closely related with the instability of separated shear around its body. The shear layer can be easily stimulated by self-movement of the body or external disturbance such as flow pertur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::9c2986fff7e528a0e94f20ce9c47daff
http://hdl.handle.net/2433/72321
http://hdl.handle.net/2433/72321
Autor:
MATSUMOTO, Masaru, SHIRAISHI, Naruhito, SHIRATO, Hiromichi, HIRAI, Shigeto, ITOH, Yuichi, SHIGETAKA, Koichi
Publikováno v:
京都大学防災研究所年報. B. 33(B-1):331-344
This study aims the clarification of torsional flutter characteristics of H-section with variousslenderness ratio B/D. Its dynamic response is classified into three types in dependence onslenderness ratio, that is, restricted oscillation type, diverg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::5438093d5cf6faa5123177f4226c4d34
http://hdl.handle.net/2433/72236
http://hdl.handle.net/2433/72236
Publikováno v:
Journal of Engineering Mechanics; December 1983, Vol. 109 Issue: 6 p1445-1459, 15p
Publikováno v:
Journal of Engineering Mechanics; January 1985, Vol. 111 Issue: 1 p119-122, 4p
Publikováno v:
Journal of Structural Mechanics; Jan1976, Vol. 4 Issue 2, p197-226, 30p
Publikováno v:
京都大学防災研究所年報. B. 18:395-413
In this paper, the aerodynamic admittance or the dynamic lift function of long spannedbridges with plate like structural section are discussed, and the deflectional response of afew sectional models due to random vertical gust is analized by numerica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::feda9500b7a3f16d8e673203b88aae30
http://hdl.handle.net/2433/69988
http://hdl.handle.net/2433/69988
Autor:
SHIRAISHI, Naruhito, MATSUMOTO, Masaru
Publikováno v:
Memoirs of the Faculty of Engineering, Kyoto University. 38(2):37-54
This paper presents a few fundamental instability characteristics of vortex shedding excitations for closed cross sections of bridge structures by means of wind tunnel and water flume tests. Experimental results indicate that the hexagonal form of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::2c7335876ea3ec815783ffa97a0beb21
http://hdl.handle.net/2433/280998
http://hdl.handle.net/2433/280998