Evaluation Method of Shear Capacity of Steel Reinforced Concrete Beam Considering Shear-span Ratio and Support Condition

Author:

NAKATA Yuki,WATANABE Ken,TADOKORO Toshiya,OKAMOTO Masaru,IKEDA Manabu

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Reference10 articles.

1. [1] Railway Technical Research Institute, Design Standard for Railway Structures and commentary (Steel-Concrete Hybrid Structures). Maruzen, 2002 (in Japanese).

2. [2] Railway Technical Research Institute, Design Standard for Railway Structures and commentary (Concrete Structures). Maruzen, 2004 (in Japanese).

3. [3] Kiyomitsu, M., Manabu, I., Tadatomo, W. and Shinya, T., "Shear Strength of Concrete Encased Steel Members," Journal of Japan Society of Civil Engineers, JSCE, 626/I-48, pp.207-218, 1999 (in Japanese).

4. [4] Japan Society of Civil Engineers, Standard Specifications for Hybrid Structures -2009, Maruzen, 2009 (in Japanese).

5. [5] Junichi, S., Satoshi, T., Tadatomo, W., Shigehiko, S. and Takeshi M., "Shear Strength of Reinforced Concrete Beams with a Large Amount of Shear Reinforcement," Journal of Japan Society of Civil Engineers, Ser.E2 (Materials and Concrete Structures), JSCE, Vol.69, No.2, pp.192-206, 2013 (in Japanese).

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