RE-FORMULATION OF SPATIALLY AVERAGED RC CONSTITUTIVE MODEL WITH QUASI-ORTHOGONAL BI-DIRECTIONAL CRACKING
Author:
Affiliation:
1. JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1999/634/1999_634_157/_pdf
Reference32 articles.
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2. 2) 岡村甫, 前川宏一: 鉄筋コンクリートの非線形解析と構成則, 技報堂出版, 1991.
3. 3) An, X., Maekawa, K. and Okamura, H.: Numerical simulation of size effect in shear strength of RC beams, J. Matrerials Conc. Struct., Pavements, JSCE, No. 564/V-35, pp. 297-316, 1997.
4. 4) 出雲淳一, 申鉉穆, 前川宏一, 岡村甫: 正負繰り返し面内力下におけるRC板要素の解析モデル, 土木学会論文集, 408号/V-11, pp. 51-60, 1989. 8.
5. 5) Irawan, P. and Maekawa, K.: Path-dependant nonlinear analysis of reinforced concrete shell, J. Matrerials Conc. Struct., Pavements, JSCE, No. 557/V-34, pp. 121-134, 1997.
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