CECS242:2008水泥复合砂浆钢筋网加固混凝土结构技术规程[S] CECS242:2008 Technical Specification for Strengthening Concrete Structures with Grid Rebar and Mortar[S].(in Chinese)
[2]
高法启. 高性能水泥复合砂浆钢筋网薄层加固RC梁疲劳性能试验研究.长沙:湖南大学, 2008:53-56. GAO Faqi.Experimental study on fatigue behavior of RC beams strengthened with high performance ferrocement laminate.Changsha:Hunan University,2008,53-56.(in Chinese)
[3]
刘 沩. 高性能水泥复合砂浆钢筋网薄层(HPFL)加固农村民居空斗砌体抗震性能试验研究.长沙:湖南大学, 2009,33-44. LIU Wei.Experimental study on seismic performance of rural row-lock cavity masonry strengthened with high performance ferrocement laminate(HPFL).Changsha:Hunan University,2009,33-44.(in Chinese)
[4]
尚守平,罗 致,奉杰超.HPFL加固前后空斗墙片抗侧刚度试验[J].广西大学学报:自然科学版,2010,35(4):519-523. SHANG Shouping,LOU Zhi,FENG Jiechao.Experimental study on stiffness of row lock cavity wall strengthened with high performance ferrocement liminate(HPFL)[J].Joumal of Guangxi University:Nat Sci Ed,2010,35(4):519-523.(in Chinese)
朱伯龙,蒋志贤,吴明舜.外加钢筋混凝土柱提高砖混房屋抗震能力的研究[J].同济大学学报,1983,11(1):31-43. ZHU Bolong,JIANG Zhixian,WU Mingshun.A study on a seismic capacity of brick masonry buildings strengthened with reinforced concrete columns[J]. Tongji University Journal,1983,11(1):31-43.(in Chinese)
[7]
钟德腾,董竟成,吴希南.带钢筋混凝土构造柱砖房模型及墙体抗震性能试验研究[J].建筑科学,1986,2(4):53-61. ZHONG Deteng,DONG Jingcheng,WU Xinan.Experimental study on seismic behaviour of brick building models and walls with R.C.columns[J].Building Science,1986,2(4):53-61.(in Chinese)
[8]
程才渊,朱伯龙,王晓敏,等.有构造柱灰砂砖墙体的抗震性能研究[J].四川建筑科学研究,1989,14(4):2-6. CHENG Caiyuan,ZHU Bolong,WANG Xiaomin,et al.A Study on seismic capacity of lime-sand brick walls strenthende with construction columns[J]. Sichuan Building Science,1989,14(4):2-6.(in Chinese)
[9]
尚守平,姜 巍.HPFL条带加固眠墙抗剪试验研究[J].震灾防御技术,2011,6(3):231-241. SHANG Shouping,JIANG Wei.Research on shear strength of HPFL reinforced solid wall[J].Technology for Earthquake Disater Prevention,2011,6(3):231-241.(in Chinese)
[10]
陈谣艳,阮积敏,王柏生,等.普通玻璃纤维布加固多孔砖砌体的抗震性能试验研究[J].工业建筑,2004,34(7):88-96. CHEN Yaoyan,RUAN Jimin,WANG Bosheng,et al. Experimental study on asesimic behavior of porous brick masonry strengthen with GFRP[J].Industrial Construction,2004,34(7):88-96.(in Chinese)