Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Shinichi Yamanobe"'
Publikováno v:
Japanese Geotechnical Journal. 18:43-58
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 78:243-253
Autor:
Satoru Kobayashi, Tomoko Takagi, Manato Nakamura, Takuya Iwamoto, Naoki Sogabe, Shinichi Yamanobe
Publikováno v:
RILEM Bookseries ISBN: 9783031158049
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfe61e371bcb2acd341fbf407f573528
https://doi.org/10.1007/978-3-031-15805-6_33
https://doi.org/10.1007/978-3-031-15805-6_33
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures). 75:80-94
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures). 74:207-217
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 72:148-165
Publikováno v:
Structural Concrete. 14:278-290
The seismic performance of a reinforced concrete pier structure depends greatly on the plastic hinge region at the base of the pier. To improve the plastic hinge region of the structure, we propose using ultra-high-strength fibre-reinforced concrete
Autor:
Shinichi Yamanobe, Kumiko Suda, Katsuhiko Kitsugi, Yoshimitsu Watanabe, Sogabe Naoki, Kazuyuki Ishiyama, Yoichi Moriyama, Kazuyuki Ibuki
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures). 67:131-149
RC橋脚の鉄筋に降伏強度が685N/mm2相当の高強度鉄筋を適用することにより,橋脚の断面積,軸方向鉄筋の本数を減少させることができる.橋脚躯体の物量低減は,直下の基礎の縮小にも繋
Publikováno v:
Doboku Gakkai Ronbunshuu A. 66:435-450
Publikováno v:
Doboku Gakkai Ronbunshuu A. 64:317-332