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Advances in Civil Engineering
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2020
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Article
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Tab 11
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Research Article
Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections
Table 11
Rigidity degradation coefficients of specimens.
Specimens
PDKB-1
PDKB-2
PDKB-3
PDKW-2
(kN/mm)
72.6
90.7
53.9
97.8