To study the seismic performance of masonry structures retrofitted with CFRP laminates, shaking table tests a 1/4 scaled two-story and two-bay masonry structure involving constructional columns which was strengthened by CFRP laminates were carried out under the excitations of two natural earthquake records and another artificial one. The results show that cracks were observed firstly in the mortar between bricks of the test model and extended gradually with the increase of the seismic input; however, the CFRP laminates limited the development of the cracks effectively. The dynamic magnification factor of the second story of the test model is about twice of the first story. When the peak value of the input acceleration history curve increased to 1. 4g, the maximum story drift ratio augmented to 1/42, and there is relatively large difference between horizontal displacements of two sides of the test model, which shows that the test model experienced obvious torsion, but no severe damage was observed. The study in this paper reveals that the masonry structures retrofitted with CFRP laminates have large capacity of seismic-resisting and deformation.%为研究碳纤维布(CFRP)加固砌体结构的地震反应,选取2条天然波和l条人工波,对1/4缩尺比例的两层两开间带构造柱的CFRP加固砌体结构模型进行了模拟地震振动台试验.结果表明,随着模拟地震激励的增加,试验模型砂浆开裂并延伸,此时CFRP能有效地约束裂缝的进一步扩展；试验模型第二层动力放大系数约为第一层的2倍；当输入至峰值加速度1.40g时,试验模型层间位移角最大值为1/42,且两侧水平位移不一致,存在较为明显的扭转,但模型没有发生严重破坏.CFRP加固砌体结构具有良好的抗震承载能力和变形能力.
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