Impact behavior of shear-failure-type RC beams without shear rebar

Author:

Kishi N.,Mikami H.,Matsuoka K.G.,Ando T.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,Safety, Risk, Reliability and Quality,Aerospace Engineering,Automotive Engineering,Civil and Structural Engineering

Reference8 articles.

1. Kishi N, Matsuoka KG, Mikami H, Goto Y. Impact resistance of large scale RC slabs. Proceedings of the Second Asia-Pacific Conference on Shock & Impact loads in Structures, Melbourne, Australia, 1997. p. 213–20.

2. Kobayashi M, Sato M, Kishi N, Miyoshi A. Dynamic behavior of RC columns subject to impact loading. Proceedings of the Second Asia-Pacific Conference on Shock & Impact Loads in Structures, Melbourne, Australia, 1997. p. 221–26.

3. Kishi N, Sato M, Mikami H, Matsuoka KG. Impact behavior of full scale beams. Proceedings of the Sixth East Asia-Pacific Conference on Structural Engineering & Construction, Taipei, Taiwan, 1998. p. 973–8.

4. Ando T, Kishi N, Mikami H, Matsuoka KG. FEM analysis on RC beams under impact loading. Proceedings of the Third Asia-Pacific Conference on Shock & Impact loads in Structures, Singapore, 1999. p. 51–6.

5. Magnusson J, Hansson H, Agardh L. High strength concrete beams subjected to impact load—some experimental results. Proceedings of the Seventh International Symposium on Structural Failure and Plasticity, Melbourne, Australia, 2000. p. 87–92.

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