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Journal of Structures
Table of Contents
Journal of Structures
/
2016
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Article
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Tab 2
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Review Article
Analysis of the Response of a One-Storey One-Bay Steel Frame to Blast
Table 2
Standoff distances and blast response.
Standoff distance, m
Peak horizontal response, mm
Peak vertical response, mm
45
0.46
40.6
33
0.82
68.5
20
1.9
340.3
Approximate nonlinear analysis.