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Frontiers of Structural and Civil Engineering >> 2014, Volume 8, Issue 4 doi: 10.1007/s11709-014-0276-4
Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse device
1. Department of Civil & Environmental Engineering, University of Maryland, College Park, Maryland 21042, USA.2. State key laboratory for Disaster Reduction in Civil Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China
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Keywords
hysteretic damper ; eccentrically braced frame ; energy dissipation ; seismic ; stainless steel ; shear link
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