Advances in Civil Engineering / 2019 / Article / Fig 15

Research Article

Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame

Figure 15

Stiffness degradation curves of frames with various reinforcement ratios. (a) K-5. (b) K-6. (c) K-1. (d) K-7.
(a)
(b)
(c)
(d)

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