Reevaluation of Reinforced Concrete Slabs Subjected to Blast Effectsby A. Assadi-Lamouki, Univ of Minnesota, United States,
T. Krauthammer, Univ of Minnesota, United States,
Document Type: Proceeding Paper
Part of: Seismic Engineering: Research and Practice
Failures in reinforced concrete shallow-buried structures subjected to the effects of severe dynamic loads are reevaluated by employing a modified Timoshenko beam formulation which includes material non-linearity effects. The present numerical approach is applied for the analysis of eleven cases, and the results are compared to experimental data.
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