INFLUENCE OF PRE-CRACK ON RC BEHAVIOR IN SHEAR-Reference-Cited by-同舟云学术

INFLUENCE OF PRE-CRACK ON RC BEHAVIOR IN SHEAR

Published:2001-02-20 Issue:669 Volume:2001 Page:277-291
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

PIMANMAS Amorn¹²,MAEKAWA Koichi¹²

Affiliation:

1. JSCE

2. Dept. of Civil Eng., The University of Tokyo

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/2001/669/2001_669_277/_pdf

Reference8 articles.

1. 1) Okamura, H. and Higai, T.: Proposed design equation for shear strength of reinforced concrete beams without web reinforcement, Proc. of JSCE, Vol. 300, pp. 131-141, 1980.

2. 2) ASCE-ACI committee 445 on shear and torsion: Recent approach to shear design of structural concrete, J. Struct. Eng., Vol. 124, pp. 1375-1417, 1998.

3. 3) Yamada, K. and Kiyomiya, O.: Shear resistance of reinforced concrete beams with initial penetrating cracks, JCI, Vol. 17, No. 2, pp. 791-796, 1995 (In Japanese)

4. 4) Tamura, T., Shigematsu, T. and Nakashiki, K.: About the increase in shear capacity of RC beam under axial tension, Proc. of the 54^th JSCE annual convention, pp. 608-609, 1999 (In Japanese)

5. 5) Tamura, T., Shigematsu, T., Hara, S. and Nakano, S.: Experimental analysis of shear strength of reinforced concrete beams subjected to axial tension, Concrete Research and Technology, JCI, Vol. 2, No. 2, 1991

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