Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars

Materials & Design - Tập 30 - Trang 502-510 - 2009
Abdul Qadir Bhatti1, Norimitsu Kishi2, Hiroshi Mikami3, Tomohiro Ando4
1Department of Structural Engineering, School of Civil and Environmental Engineering, National University of Sciences & Technology, NUST, Islamabad, Pakistan
2Department of Civil Engineering and Architecture, Muroran Institute of Technology, Muroran 050-8585, Japan
3Technical Research Institute, Mitsui Construction, Co. Ltd., Nagareyama, 270-0132, Japan
4Fourth Research Center of Japan Defense Agency, Japan

Tài liệu tham khảo

Ando T, Kishi N, Sato H, Matsuoka KG. Experimental study on impact resistance of bending-failure-type of RC beams. In: Proceedings of the 7th East Asia-Pacific conference on structural engineering & construction; 1999. p. 1075–80. Kishi N, Nakano O, Matsuoka KG, Ando T. Experimental study on ultimate strength of flexural-failure-type RC beams under impact loading. In: Proceedings of the 16th international conference on structural mechanics in reactor technology; 2001. p. 1–7. Hallquist, 1997 JSCE. Standard specification for concrete structures; 2002. Kishi, 2002, Impact behavior of shear-failure-type RC beams without shear rebar, Int J Impact Eng, 27, 955, 10.1016/S0734-743X(01)00149-X Kishi, 2000, An empirical impact resistant design formula of RC beams with statically bending failure mode, JSCE J Earthquake Eng, 177 Ando T, Kishi N, Mikami H, Sato M, Matsuoka KG. Experimental study on impact resistance of bending failure type of RC beams. In: Proceedings of the 7th East Asia-Pacific conference on structural engineering & construction; 1999. p. 1075–80.
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Materials & Design

Tập 30

502-510

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