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Advances in Civil Engineering
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2019
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Article
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Fig 8
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Research Article
Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates
Figure 8
Key parameters in the moment-rotation relationship of specimens. (a) SJ-1. (b) SJ-2. (c) SJ-3. (d) SJ-4. (e) SJ-5.
(a)
(b)
(c)
(d)
(e)