[1] 文力荣, 郑勇强, 姜早龙. 反复荷载下组合墙体变形性能的试验研究[J]. 中外建筑, 2003, 01: 47-49. ( Wen Lirong, Zheng Yongqiang, Jiang Zaolong. Experimental research on the deformation capacity of composite wall under cycling load [J]. Chineses and Overseas Architecture, 2003, 01: 47-49. (in Chinese)) [2] 郑勇强, 黄赛超, 史永亮 Chinese)) [3] 梁建国, 张喜望, 郑永强. 钢筋混凝土-砖砌体组合墙抗震性能[J]. 建筑结构学报, 2003, 24(3): 61-69. (Liang Jianguo, Zhang Xiwang, Zheng Yongqiang. Seismic performance of composite walls made of reinforced concrete and brick masonry [J]. Journal of Central South University of Technology, 2003, 24(3): 61-69. (in Chinese)) [4] 张毅斌, 张前国, 邬瑞锋, 奚肖凤. 混凝土小型空心砌块组合墙抗侧力试验研究[J]. 世界地震工程, 2001, 17(2): 98-103. (Zhang Yibin, Zhang Qianguo, Wu Ruifeng, Xi Xiaofeng. Study on lateral bearing test of composite wall with small type hollow masonry block [J]. World Information on Earthquake Engineering, 2001, 17(2): 98-103. (in Chinese)) [5] 周铁钢, 赵东. “5?12”地震绵竹城区砌体结构房屋震害调查与分析[J]. 西安建筑科技大学学报, 2008, 40(5): 613-618. (Zhou Tiegang, Zhao Dong. Investigation and analysis on the damage of masonry buildings in the urban area of Mianzhu druing “5?12” [J]. Journal of Xi’an University of Architecture and Technology, 2008, 40(5): 613-618. (in Chinese) ) [6] 李亚娥, 黄永东. 玉树地震中砌体结构楼房震害特征分析 [J]. 河北工程大学学报, 2011, 28(1): 34-36. (Li Ya’e, Huang Yongdong. Investigation and analysis on masonry building damage in Yushu earthquake [J]. Journal of Hebei University of Engineering, 2011, 28(1): 34-36. (in Chinese)) [7] Khanmohammadi M, Nahvinia MA, Marefat MS, Behnam H. Experimental investigation of cyclic behavior of confined masonry walls with weak shear strength. In: 6th International conference on seismology and earthquake engineering , Eehran, Iran; 2011: 1-8. [8] Su RKL, Lee YY, Lee CL, Ho JCM. Typical collapse modes of confined masonry buildings under strong earthquake loads. Open Construct Build Tech J, 2011; 5: 50-60. [9] 吴会阁, 赵彦, 曹秀玲, 谌会芹. 设门洞的加气混凝土砌体芯柱组合墙抗震性能分析 [J]. 混凝土与水泥制品, 2013, 10: 62-65. (Wu Huige, Zhao Yan, Cao Xiulin, Chen Huiqin. Research on seismic performance of aerated concrete block masonry composite wall with a door opening [J]. China Concrete and Cement Products, 2013, 10: 62-65. (in Chinese)) [10] 建筑部抗震办公室. 建筑地震破坏等级划分标准 [S]. 北京: 地震出版社, 1991. [11] Teng J G, Chen J F, Smith S. FRP-strengthened RC structures [M]. London: John Wiley and Sons, Ltd, 2001. [12] 周新刚, 韦昌芹, 叶列平. CFRP加固砌体结构的力学性能分析 [J]. 工程力学, 2008, 25(6): 51-59. (Zhou Xingang, Wei Changqin, Ye Lieping. Mechanical behavior of masonry walls strengthened with CFRP [J].Engineering Mechanics, 2008, 25(6): 51-59. (in Chinese)) [13] Zhao, T., Xie, J., Li H. Strengthening of cracked concrete block masonry walls using continuous carbon fiber sheet. Proc., 9th North American masonry conf., South Carolina, Clemson.2003, 156-167. [14] ElGawady, M. A., Lestuzzi, P., Badoux, M. In-plane seismic response of URM walls upgraded with FRP. Journal of Composites for Construction, ASCE, 2005, 9(6): 524-535. [15] Luccioni, B., Rouhier, V. C. (2011). In-plane retrofitting of masonry panels with fibre reinforced composite materials. Construction and Building Materials, 2011, 25(4), 1772-1788. [16] Santa-Maria, H., Alcaino, P. Repair of in-plane shear damaged masonry walls with external FRP. Construction and Building Materials, 2011, 25(3): 1172-1180. [17] 雷真, 周德源, 王继兵. 玄武岩纤维增强材料加固砌体砖墙的抗震性能 [J]. 华南理工大学学报, 2013, 41(3): 43-75. (Lei Zhen, Zhou Deyuan, Wang Jibing. Seismic performance of masonry walls strengthened with basalt fiber-reinforced polymer [J]. Journal of South China University of Technology, 2013, 41(3): 43-75. (in Chinese))