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对CFRP加固开洞墙体在低周往复荷载作用下的抗震性能进行试验研究及有限元模拟分析,通过对比加固前后所得的各项试验数据,分析了CFRP加固对该类砌体结构抗震性能的影响,并比较了不同方案的加固效果。研究表明:CFRP用于低强度墙体的抗震加固是有效的。
Experimental study and finite element analysis on the seismic performance of CFRP strengthened hole walls subjected to low cycle reciprocating loads are carried out. By comparing various experimental data obtained before and after consolidation, the seismic performance of CFRP reinforcement on such masonry structures is analyzed Influence, and compared the reinforcement effect of different programs. The results show that CFRP is effective in the seismic strengthening of low-strength walls.