An applicability of dynamic response analysis of shear-failure type RC beams with lightweight aggregate concrete under falling-weight impact loading

Author:

Bhatti Abdul Qadir,Kishi Norimitsu,Mikami H.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Kishi N, Mikami H, Matsuoka KG, Ando T (2002) Impact behavior of shear-failure-type RC beams without shear rebar. Int J Impact Eng 27:955–968

2. Agardh L (1999) Validation of Numerical simulations of structural response via material sample testing and field trials-comparative studies of concrete elements subjected to transient loads. In: 3rd Asia pacific conference on shock & impact loads on structures, 1999, November 24–26, Singapore, pp 1–13

3. Paul DK, Abbas H, Godbole PN, Nayak GC (1993) Aircraft crash upon a containment structure of a nuclear power plant. Transactions of the 12th international conference on structural mechanics in reactor technology, SMiRT-12, MPA, University of Stuttgart, 1993, August 15–20, pp 157–162

4. Kishi N, Ohno T, Konno H, Bhatti AQ (2006) Dynamic response analysis for a large scale RC girder under a falling weight impact loading. International conference on advances in engineering structures, mechanics & construction, University of Waterloo, Ontario, Canada, 2006, May 14–17, pp 99–109

5. Liew JYR, Sohel KMA, Koh CG (2009) Impact tests on steel-concrete-steel sandwich beams with lightweight concrete core. Eng Struct 31(9):2045–2059

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