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根据13根C60级高强砼框架柱在低周反复荷载下的试验结果,对其抗震性能进行了研究,建议了水平荷载-位移滞回曲线的计算方法,并对高强砼框架柱的设计提出了有关建议。
Based on the experimental results of 13 C60 high-strength concrete frame columns under low cyclic reversed loading, the seismic performance of the columns was studied. The calculation method of horizontal load-displacement hysteresis curves was proposed and the design of high-strength concrete frame columns was proposed. Related advice.