Response Charts for Designing Against Nuclear Overpressuresby Leslie K. Guice, Louisiana Tech Univ, Ruston, LA, USA,
Sam A. Kiger, Louisiana Tech Univ, Ruston, LA, USA,
Document Type: Proceeding Paper
Part of: Dynamics of Structures
Abstract: The single-degree-of-freedom equation of motion for an elastic-plastic system with a nuclear airblast overpressure forcing function is nondimensionalized and solved. Solutions are presented in the form of response charts.
Subject Headings: Dynamic structural analysis | Degrees of freedom | Equations of motion | Structural design | Elastic analysis | Motion (dynamics) | Mathematics
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