Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Toshimichi Ichinomiya"'
Publikováno v:
Civil Engineering Design. 1:54-63
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 75:17-25
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 74:491-503
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 74:473-490
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
Publikováno v:
Doboku Gakkai Ronbunshuu A. 66:547-560
開削トンネルにおけるソイルセメント柱列壁芯材(H形鋼)と本体構造側壁(RC)を一体化した合成土留め壁構造は,芯材を有効利用することで掘削土量の低減など工費削減が期待できる
Publikováno v:
IABSE Conference, Nara 2015: Elegance in structures.
In urban expressways, lightweight orthotropic steel decks are widely used. However, fatigue cracks occur in the orthotropic steel deck. To address this problem, we developed a light weight highway- bridge deck with high durability using ultra-high pe
Autor:
Kazunori Takada, Hideki Fujii, Yoshihiro Hishiki, Toshimichi Ichinomiya, Toshio Ohno, Yohei Taira
Publikováno v:
Journal of the Society of Materials Science, Japan. 53:678-685
Ultra-high-strength concrete (UHSC) with compressive strength of 150N/mm2 makes it possible to reduce the weight of prestressed concrete structures. Particularly in case that UHSC is applied to pretensioned members, high bond strength can also be exp
STUDY ON DEFORMATION CHARACTERISTICS OF ASPHALT PAVEMENT ON UFC SLAB BY LINEAR VISCOELASTIC ANALYSIS
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 73:I_9-I_17
Autor:
Shinichi Yamanobe, Chunyakom Sivaleepunth, Toshimichi Ichinomiya, Tetsuya Kono, Yoshihisa Kanamitsu, Sogabe Naoki
Publikováno v:
IABSE Congress Reports.
This paper describes the results of an experimental study and nonlinear finite element method (FEM) in order to examine the shear failure mechanism of reinforced concrete (RC) beams using Ultra High Strength Fiber Reinforced Concrete (UFC) precast fo