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Frontiers of Structural and Civil Engineering >> 2016, Volume 10, Issue 1 doi: 10.1007/s11709-015-0295-9
Innovative hybrid reinforcement constituting conventional longitudinal steel and FRP stirrups for improved seismic strength and ductility of RC structures
1. Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, 209 Pine Building, 1304 N. Pine Street, Rolla, MO 65409, USA.2. Department of Engineering, Lorestan University, Khorramabad, Iran.3. Department of Civil Engineering, Semnan University, Semnan, Iran
Abstract
Keywords
FRP ; ductility ; confinement ; seismic ; shear
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