Ruipeng LI 1 ;Yunfeng ZHANG 1, 2 ;Le-Wei TONG 2 ;

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Ruipeng LI 1 ;Yunfeng ZHANG 1, 2 ;Le-Wei TONG 2 ; Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse device Ruipeng LI 1 ;Yunfeng ZHANG 1, 2 ;Le-Wei TONG 2 ; 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 ; Fig.3 Side view of ANSYS finite element model of link beams: a W10 × 33 link beam; b W12 × 50 link beam; c W14 × 74 link beam; d W16 × 77 link beam right side section of the model are fixed Frontiers of Structural and Civil Engineering,2014,8(4),414-426. Doi:10.1007/s11709-014-0276-4