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Advances in FRP Composites in Civil Engineering
In this study, effects of bond parameters on post-earthquake recoverability of RC bridge columns reinforced with ordinary deformed bars and innovative composite bars: steel fiber composite bars (SFCBs), are studied. A computer program is employed to investigate the effect of bond parameters on column post-yield stiffness and residual deformations. Then, the required recoverability is examined for experimentally tested columns with different unbonded length of longitudinal ordinary rebars,doi:10.1007/978-3-642-17487-2_70 fatcat:gcco77dt5vbk3ll3ufmmlwyt6e