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CFRP加固砌体墙抗震性能试验研究及有限元分析
Experimental study and finite element analysis on seismic behavior of masonry wall strengthened by CFRP
【摘要】 对CFRP加固后砌体墙在低周期反复荷载作用下的抗震性能进行了试验研究及有限元模拟分析,通过对比加固前后试件的受力、变形及破坏特征等,分析了CFRP加固对该类砌体结构抗震性能的影响。研究表明,CFRP用于砌体墙片的抗震加固是很有效的。
【Abstract】 Based on the experiment on seismic capacity of masonry wall strengthened by CFRP under lower cycle reversal loads and the finite element analysis,the seismic reinforcement effectiveness is studied through the comparison of the load bearing capacity,deformation and failure shape of the wall not being strengthened and the strengthened one.The study shows that the strengthening effect is obvious.
【基金】 湖北省教育厅中青年人才项目(Q20081110);武汉市建委重点项目(200834);校专项资助资金项目(100107)
- 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2010年03期
- 【分类号】TU364;TU352.11
- 【被引频次】5
- 【下载频次】138