试验表明组合配筋砖砌体墙片具有较好的抗震性能。
The results show that the reinforced masonry has good seismic properties.
提出了碳纤维布加固砖砌体墙的抗剪强度计算公式，其计算结果与试验结果吻合较好。
The shear strength formula for brick masonry walls reinforced with CFRP is presented, and has a good agreement with the test results.
采用有限元分析软件ANSYS，对碳纤维布加固砖砌体墙的试验过程进行了模拟分析。
The paper uses finite element analysis software ANSYS, simulating and analysing the experimental process of Carbon Fiber Reinforce Plastic strengthen brick masonry wall.
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