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501/I-29†
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1994”N
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10ŒŽ
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JOURNAL OF STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING
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Numerical Earthquake Response Analysis of Bridge Pier with Super Elastic Dampers.
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Applicability of the super elastic alloy to the seismic dampers was discussed analytically using the numerical simulations. Super elastic alloy restores from more than 10% strain without residual deformation. Seismic behavior of the damper made of super elastic alloy was compared with that of the co
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