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Seismic Behaviour of RC Columns Strengthened with Steel Bar/wire Mesh Mortar

机译:钢筋/丝网砂浆加固钢筋混凝土柱的抗震性能

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In order to enhance the seismic behavior of reinforced concrete (RC) columns more efficiently, a thought to strengthen concrete columns by using steel bar/wire mesh mortar (FS) was proposed. An experimental study including five RC square columns strengthened with FS and steel bar mat mortar (S), respectively, under constant axial loading and lateral cyclic loading was carried out. Seismic bearing capacity, ductility, failure modes and hysteretic characteristics of all columns were tested, and the effect of reinforcement ratio and strengthening method to the tested columns was analyzed. The results showed that the energy dissipation capacity of FS strengthened columns was 73% higher than that of the S strengthened column, though the reinforcement ratio of the former was only 3.02% higher than that of the latter.
机译:为了更有效地增强钢筋混凝土柱的抗震性能,提出了一种使用钢筋/丝网砂浆(FS)加固混凝土柱的想法。进行了分别在恒定轴向载荷和横向循环载荷下分别用FS和钢筋垫砂浆(S)加固的五根RC方柱的试验研究。测试了所有柱的抗震能力,延性,破坏模式和滞后特性,分析了配筋率和加固方法对被测柱的影响。结果表明,FS加强柱的能量耗散能力比S加强柱高73%,尽管前者的加强率仅比后者高3.02%。

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