伊藤学,川田忠树.超长大桥梁建设的序幕――技术者的新挑战[M].刘健新,和丕壮,译.北京:人民交通出版社,2002. Manabu I,ChuanTian Z S.Prologue of the construction of super long bridge[M].Translated by LIU Jian-xin,HE Pi-zhuang.Beijing:China Communications Press,2002.(in Chinese)
万明坤.桥梁漫笔[M].北京:中国铁道出版社,1997. WAN Ming-kun.Bridges ramble[M].Beijing: China Railway Press,1997.(in Chinese)
[4]
梅葵花,吕志涛.CFRP在超大跨悬索桥和斜拉桥中的应用前景[J].桥梁建设,2002(2):75-78. MEI Kui-hua,LU Zhi-tao.Application prospect of CFRP to super length suspension bridge and cable-stayed bridge [J].Bridge Construction,2002(2):75-78.(in Chinese)
[5]
梅葵花,吕志涛.CFRP斜拉索的静力特性分析[J].中国公路学报,2004,17(2):43-45. MEI Kui-hua,LU Zhi-tao.Static characteristic analysis of CFRP cable [J].China Journal of Highway and Transport,2004,17(2):43-45.(in Chinese)
[6]
梅葵花.CFRP拉索斜拉桥的研究[D].南京:东南大学,2005. MEI Kui-hua.Study on cable-stayed bridges with CFRP cables[D].Nanjing:Southeast University,2005.(in Chinese)
[7]
郑宏宇,梅葵花,吕志涛.CFRP缆索体系悬索桥的优势及可行性研究[J].桥梁建设,2006(4):7-10. ZHENG Hong-yu,MEI Kui-hua,LU Zhi-tao.Research of advantages and feasibility of suspension bridge to be used with CFRP cable system [J].Bridge Construction,2006(4):7-10.(in Chinese)
[8]
梅葵花,吕志涛,张继文,等.碳纤维复合材料索斜拉桥的设计与测试[J].长安大学学报:自然科学版,2007,27(6):48-52. MEI Kui-hua,LU Zhi-tao,ZHANG Ji-wen,et al.Study on the design and test of the cable-stayed bridge with CFRP cable[J].Journal of Chang'an University:Natural Science Edition,2007,27(6):48-52.(in Chinese)
[9]
梅葵花,吕志涛,孙胜江.CFRP拉索的非线性参数振动特性[J].中国公路学报,2007,20(1):52-57. MEI Kui-hua,LU Zhi-tao,SUN Sheng-jiang.Property of nonlinear parametric vibration of CFRP cables[J].China Journal of Highway and Transport,2007,20(1):52-57.(in Chinese)
[10]
梅葵花.1 000 m级CFRP索斜拉桥静力特性分析[J].世界桥梁,2007(4):47-50. MEI Kui-hua.Analysis of static behavior of cable-stayed bridge used with CFRP cables and with span length greater than 1 000 meters[J].World Bridge.2007(4):47-50.(in Chinese)
[11]
张柳煜,邬晓光,李启乾.粘贴加固材料厚度与钢筋混凝土T梁极限承载力分析[J].筑路机械与施工机械化,2010,27(7):67-69. ZHANG Liu-yu,WU Xiao-guang,LI Qi-qian.Analysis on thickness of reinforcement material and ultimate bearing capacity of RC T-section beams strengthened with steel plate and CFRP[J].Road Machinery & Construction Mechanization,2010,27(7):67-69.(in Chinese)
[12]
梅葵花,毕银博,张 浩.提高CFRP缆索悬索桥抗风稳定性的结构措施研究[J].桥梁建设,2011(4):26-30. MEI Kui-hua,BI Yin-bo,ZHANG Hao.Study of structural measures for improving wind resistance stability of long span suspension bridge with CFRP cables [J].Bridge Construction,2011(4):26-30.(in Chinese)
[13]
宿 莹,吴智敏,胡程鹤,等.CFRP布加固钢筋混凝土梁的新型复合粘结技术[J].建筑科学与工程学报,2009,26(4):66-72. SU Ying,WU Zhi-min,HU Cheng-he,et al.New hybrid bonding technique of reinforced concrete beams strengthened with CFRP sheet[J].Journal of Architecture and Civil Engineerring,2009,26(4):66-72.(in Chinese)
