Zobrazeno 1 - 10
of 61
pro vyhledávání: '"Katashi Fujii"'
Publikováno v:
Proceedings of International Structural Engineering and Construction. 7
It will be important to forecast future the deterioration of remaining strength on corroded members for working out reasonable maintenance scenarios on steel structure. In this study, the buckling strength analyses, including future forecast, were co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ebeff890139bc2216df30024554bad7d
https://doi.org/10.14455/isec.2020.7(2).str-31
https://doi.org/10.14455/isec.2020.7(2).str-31
Publikováno v:
Proceedings of International Structural Engineering and Construction. 7
The load bearing capacity of an existing corroded pony truss bridge, which is used for 100 years was estimated from FEM results for whole bridge model. The beam element model is to clarify that the influence of the residual out-of-plane deformation i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d86cf030834223026a1a1689e3163459
https://doi.org/10.14455/isec.2020.7(2).str-32
https://doi.org/10.14455/isec.2020.7(2).str-32
Autor:
Katashi Fujii, Naoyuki Asao
Publikováno v:
KSCE Journal of Civil Engineering. 23:228-237
In steel plate girder railway bridges with open deck system, damage caused by local corrosion of the upper flanges under sleepers is well-known. This damage reduces ultimate strength of the main girders significantly (e.g., in the case of 50%-corrode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::059f5dfe9f8bd6db30bf109b32f11fdf
https://doi.org/10.1007/s12205-018-1513-5
https://doi.org/10.1007/s12205-018-1513-5
Autor:
Naoyuki Asao, Katashi Fujii
Publikováno v:
KSCE Journal of Civil Engineering. 22:4047-4055
In Japan, many steel railway bridges were constructed during the period of rapid economic growth in the 1960s. Now, as over 50 years have passed, the condition of these aging structures has become conspicuous, and a major social problem. In particula
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::facaefae8b5dbdb8f1e188a41b19f160
https://doi.org/10.1007/s12205-018-1636-8
https://doi.org/10.1007/s12205-018-1636-8
Autor:
Taishi Nakayama, Naoyuki Asao, Mitsuwo Fukuda, Shigeyuki Matsui, Toshiyuki Ishikawa, Katashi Fujii
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 74:349-358
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::53773873e085ce79cbd0eee90383e2b9
https://doi.org/10.2208/jscejseee.74.349
https://doi.org/10.2208/jscejseee.74.349
Autor:
Yasuo Hattori, Hitoshi Suto, Shiori Yamaguchi, Hideharu Nakamura, Tomomi Ishikawa, Tatsumasa Kaita, Katashi Fujii
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 73:98-113
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ae1229f8781a2ea57d877221d4340768
https://doi.org/10.2208/jscejseee.73.98
https://doi.org/10.2208/jscejseee.73.98
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
The ultimate slip strength of a perfobond strip (called "PBL" hereafter) depends significantly on the concrete confinement conditions around PBL hole as well as concrete shear fractures at the hole. If the hole is small, the effect of concrete confin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40ecee909790e32d852ae15a45c9dade
https://doi.org/10.14455/isec.res.2018.137
https://doi.org/10.14455/isec.res.2018.137
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
Perfobond strip (called PBL, hereafter) proposed by Leonhardt in Germany is widely used as the validated shear connector in steel-concrete composite structures. Fujii et al. proposed a fracture mechanism of PBL as follows: Slip force (shear force) ac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7d49ff7336360f6368ca717d4cbfb6da
https://doi.org/10.14455/isec.res.2018.136
https://doi.org/10.14455/isec.res.2018.136
Autor:
Katashi Fujii, Fumiya Takami
Publikováno v:
Proceedings of International Structural Engineering and Construction. 5
This paper presents the results of a nonlinear finite element analysis to determine the remaining ultimate strength of a ferry bridge with local corrosion at the girder flange. The ultimate strength decreases with the corrosion thinning of the flange
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba9dbd6f5b4c9b4d89a4aa883076bb59
https://doi.org/10.14455/isec.res.2018.120
https://doi.org/10.14455/isec.res.2018.120
Publikováno v:
Proceedings of International Structural Engineering and Construction. 4
In Japan, there have been found a lot of corrosion damages recently in steel bridges aged for fifty or more years. If the strength of a steel structure is decreased by serious corrosion damages, the structure must be repaired to ensure its safety. In
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f0afad47adcbea6fc6701c2e6e424b0b
https://doi.org/10.14455/isec.res.2017.84
https://doi.org/10.14455/isec.res.2017.84