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J-GLOBAL ID：200902296626243922   Reference number：08A0131443

Evaluation Formula on Punching Shear Load-Carrying Capacity of RC Slabs under the Running-Load

走行負荷条件の下でのRCスラブの穿孔せん断負荷保持能力に関する評価方程式

Author (4)： ABE Tadashi (Nihon Univ., Chiba) ,  KIDA Tetsukazu (Nihon Univ., Chiba) ,  HSU Ming-Chien (Nihon Univ., Chiba) ,  SAWANO Toshiaki (Nihon Univ., Chiba)
Material： Theoretical and Applied Mechanics Japan  (Theor Appl Mech Jpn)
Volume： 56  Page： 47-56  Publication year： 2007 
JST Material Number： G0568B  ISSN： 1348-0693  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *travelling load ,...
Semi thesaurus term： piercing ,...

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JST classification (3)： Bridge engineering in general  (RC06010Y) ,  Structural dynamics  (HD02000E) ,  Concrete structures  (RA04030A)

Reference (8)：

• Maeda, Y. and Matsui, S., “Punching Shear Load Equation of Reinforced Concrete Slabs”, Journal of JSCE, Vol.348, V-1(1984), pp. 133-141
• Matsui, S., “Fatigue strength and water effect on the RC slab of highway bridge under the running load”, Proceeding of JCI, Vol.9, No.2(1987), pp. 627-632
• Abe, T., Kida, T., Takano, M., Sawano, T., and Kato, K.,“Punching Shear Load-Carrying Capacity of RC Slabs under Static and Running Loads”, Journal of Structural Engineering, Vol.50A (2004), pp. 919-926
• Takano, M., Kida, T., Abe, T. and Kato, K., “Multi-Factors Correlation Between Shear Strength Under Compressive Stress Field and One Plane Shear Strength of Concrete”, Cement Science and Concrete Technology, No.55(2001), pp. 232-237
• Abe, T., Kida, T., Kato, K., and Sawano, T.,“Punching Shear Capacity of RC Slab by Applying Limit State Design Method, THEORETICAL AND APPLIED MECHANICS JAPAN, Vol.55, 73-81(2006)

Terms in the title (7)： RC ,  スラブ ,  穿孔 ,  せん断 ,  保持能力 ,  評価 ,  方程式