作者: H.R. Tavakoli , S. Mahmoudi , A.R. Goltabar , P. Jalali
DOI: 10.1016/J.CONBUILDMAT.2016.11.043
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摘要: Abstract In this paper, the effects of cyclic loading rate on mechanical behavior reinforced SCC beams are investigated experimentally. Based results tests nine beam specimens, hysteresis loops, stiffness and strength degradation, energy dissipation capacity equivalent viscous damping were analyzed with various rates before after yielding limit. Cyclic was displacement-controlled a uniform procedure selected for test. Test indicate that demonstrate different zone among increase rate.