Influence of Pre-crack on RC Behavior in Shear…Amorn PIMANMAS and Koichi MAEKAWA
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/2001/690/2001_690_185/_pdf
Reference7 articles.
1. 1) 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.
2. 2) Pimanmas, A. and Maekawa, K.: Multi-directional fixed crack approach for highly anisotropic shear behavior in precracked RC members, 土木学会論文集, No. 669/V-50, pp. 293-307, 2001.
3. 1) Pimanmas, A. and Maekawa, K.: Influence of pre-crack on RC behavior in shear, J. Materials, Conc. Struct., Pavements, JSCE, No. 669/V-50, pp. 277-291, 2001.
4. 2) Pimanmas, A. and Maekawa, K.: Multi-directional fixed crack approach for highly anisotropic shear behavior in pre-cracked RC members, J. Materials, Conc. Struct., Pavements, JSCE, No. 669/V-50, pp. 293-307, 2001.
5. 3) Fukuura, N. and Maekawa, K.: Spatially averaged con-stitutive law for RC in-plane elements with non-orthogonal cracking as far as 4-way directions, J. Materials, Conc. Street., Pavements, JSCE, Vol. 45, pp. 177-195, 1999. (in Japanese)
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