Publisher
Japan Society of Civil Engineers
Reference11 articles.
1. 1) Pimanmas, A. and Maekawa, K. : Control of crack localization and formation of failure path in RC members containing artificial crack device, Journal of Materials, Conc. Struct., Pavements, JSCE, No. 683/V-52, pp. 173-186, Aug. 2001.
2. 6) Okamura, H. and Higai, T. : Proposed design equation for shear strength of reinforced concrete beams without web reinforcement, Proc. of JSCE, No. 300, pp. 131-141, 1980.8.
3. A SHEAR DESIGN PROCEDURE FOR R/C MEMBERS WITH DUCTILITY
4. 8) Jeong, J. P. and Kim, W. : Shear resistant mechanism into base components: Beam action and arch action in shearcritical RC members, International Journal of Concrete Structures and Materials, Vol. 8, No. 1, pp. 1-14, 2014.3.
5. 9) Yamada, Y. : Effect of crack path on shear load carrying mechanism of RC beams, Proceedings of the 8th CECAR, a11_2873353, pp. 1-13, 2019.4.
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