Abstract
The theoretical/numerical approach presented in part I of this paper is implemented for the response analysis of roof slabs in reinforced concrete box-type structures tested at the U.S. Army Waterways Experiment Station. The assumptions, and the specific cases are discussed prior to the analyses. For each test element, the sequence of events that lead to the post-test conditions have been investigated. These analyses provided complete dynamic deflection profiles for the structures, dynamic shear distributions, and dynamic moment distributions along the span of the roof slab. Comparisons with previous numerical findings are presented when applicable.
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