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Advances in Civil Engineering
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2019
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Article
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Fig 10
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Research Article
Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame
Figure 10
Stiffness degradation curves of frames with various concrete strengths. (a) K-1. (b) K-2. (c) K-3. (d) K-4.
(a)
(b)
(c)
(d)