Art

J-GLOBAL ID：200902131984078462   Reference number：95A0646189

Flexural Behavior of RC L-Shaped Shear Walls under A Normal Force and Bi-Directional Reversal Forces.

軸力と二軸交番荷重を受けるRC造L形耐震壁の曲げ挙動

Author (4)： KHAIRALLAH F (Muroran Inst. Technol., JPN) ,  ARAI Y (Muroran Inst. Technol., JPN) ,  MIZOGUCHI M (Muroran Inst. Technol., JPN) ,  TAKEDA C (Muroran Inst. Technol., JPN)
Material： コンクリート工学年次論文報告集  (コンクリート工学年次論文集)
Volume： 17  Issue： 2  Page： 553-558  Publication year： Jun. 1995 
JST Material Number： Y0507A  Document type： Proceedings
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： reinforced concrete structure ,...
Semi thesaurus term： L字形配置

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JST classification (2)： Concrete structures  (RA04030A) ,  Walls  (RB03020L)

Reference (4)：

• HURIA, V. 3-D Characteristics of RC Wall Response. Journal of Struct. Engng. 1991, 117, 10, 3149-3167
• LEFAS, I. Behavior of Reinforced Concrete Structural Walls : Strength, Deformation Characteristics, and Failure Mechanism. ACI Structural Journal. 1990, 87, 1, 23-31
• MIZOGUCHI, M. Elasto-Plastic Properties of Reinforced Concrete L-shaped Section Shear Walls Subject to Bi-directional Horizontal Force. Journal of Struct. Constr. Engng. 1993, 450, 71-80
• MIZOGUCHI, M. Elasto-Plastic Properties of Reinforced Concrete L-shaped Section Shear Walls Subject to Bi-directional Horizontal Force(Part 2). Bi-directional bending ultimate strength. Journal of Struct. Constr. Engng. 1994, 464, 101-108

Terms in the title (8)： 軸力 ,  二軸 ,  交番荷重 ,  RC造 ,  L形 ,  耐震壁 ,  曲げ ,  挙動