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ST7- Analysis of Blast Resistant Structures
The design of blast resistant structure in hostile environments has previously been limited to nonlinear single degree of freedom (SDOF) approximations, which limits the analysis to point-wise design checking of individual members. This Webnote will draw on the experience of blast loading developed in UFC 3-340-02[1] and apply it to a nonlinear transient blast analysis using Strand7. The example problem, Example 2A-10 found in [1], is replicated using FEA. The resulting acceleration, velocity...
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