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Frontiers of Structural and Civil Engineering >> 2019, Volume 13, Issue 4 doi: 10.1007/s11709-018-0509-z
Experimental research on the multilayer compartmental particle damper and its application methods on long-period bridge structures
Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
Abstract
Keywords
energy dissipation devices ; multilayer compartmental particle damper ; self-anchored suspension bridges ; shaking tables test ; long-period structure ; seismic control
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