Art

J-GLOBAL ID：200902135129905918   Reference number：97A0576835

Numerical Simulation of Size Effect in Shear Strength of RC Beams.

RCはりのせん断強度に現れる寸法効果の数値シミュレーション

Author (3)： AN X (Tokyo Electric Power Services Co., Ltd., Tokyo, JPN) ,  MAEKAWA K (Univ. Tokyo, Tokyo, JPN) ,  OKAMURA H (Univ. Tokyo, Tokyo, JPN)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 564  Page： 297-316  Publication year： May. 1997 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： reinforced concrete structure ,...
Semi thesaurus term： 寸法効果

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JST classification (1)： Beams girders  (HD03020H)

Reference (36)：

• KANI, G. N. J. How safe are our large reinforced concrete beams?. Journal of ACI. 1967, No.64-12, 128-141
• TAYLOR, H. P. J. Shear strength of large beams. Journal of Structural Division, Proc. of ASCE. 1972, 2473-2490
• SWAMY, R. N. Strength, cracking and deformation similitude in reinforced T-beams under bending and shear. Journal of ACI. 1971, 187-195
• IGURO, M. Experimental studies on shear strength of large reinforced concrete beams under uniformly distributed load. Concrete Library of JSCE. 1985, No.5, 137-154
• OKAMURA, H. Reinforced concrete design and size effect in structural nonlinearity, invited. Proceeding of JCI International Workshop, Sendai, Japan. 1993, 1-20

Terms in the title (4)： RCはり ,  せん断強度 ,  寸法効果 ,  数値シミュレーション