[J].公路交通科技,2002,19(5):85-87.WEI Xing,QIANG Shizhong,GAO Wei.A Usual Method for Reinforcing Old Bridge
[3]
[J].Journal of Highway and Transportation Research and Development,2002,19 (5):85-87.
[4]
蒙云,卢波.桥梁加固与改造
[5]
[M].北京:人民交通出版社,2004.MENG Yun,LU Bo.Reinforcing and Transforming of Bridges
[6]
[M].Beijing:China Communications Press,2004.
[7]
郭大进,廖锦翔,张劲泉,等.桥梁加固维修技术应用
[8]
[J].公路交通科技,2004,21(8):71-73.GUO Dajin,LIAO Jinxiang,ZHANG Jingquan,et al.Application of Bridge Strengthening Technology
[9]
[J].Journal of Highway and Transportation Research and Development,2004,21 (8):71 -73.
[10]
王达,王蒂,黄平明.增大整体刚度法加固双曲拱桥的力学特性
[11]
[J].长安大学学报,2008,28(2):63-68.WANG Da,WANG Di,HUANG Pingming.Mechanics Characteristics of Two-way Curved Arch Bridge Reinforced by Increasing Its Whole Rigidity
[12]
[J].Journal of Chang an University,2008,28 (2):63-68.
[13]
李平.增大截面法加固双曲拱桥
[14]
[J].北方交通,2009,32(1):89-91.LI Ping.Reinforcement of Double Curved Arch Bridge by Section Increasing
[15]
[J].Northern Communications,2009,32 (1):89-91.
[16]
孙小艳,莫喜晶.钢筋混凝土桁架拱桥病害分析及加固技术
[17]
[J].重庆交通大学学报,2008,27(增刊1):898-901.SUN Xiaoyan,MO Xijing.Research on Disease Analysis and Reinforcement Technology of Truss Arch Bridge of Reinforced Concrete
[18]
[J].Journal of Chongqing Jiaotong University,2008,27 (supl):898-901.
[19]
刘庆阳,周建庭,王玲,等.增大截面法加固石拱桥最小加固层厚度
[20]
[J].重庆交通大学学报,2008,27(1):20-23.LIU Qingyang,ZHOU Jianting,WANG Ling,et al.Minimum Thickness of Reinforcing Layer of Stone Arch Bridge Strengthened by Section Enlargement Method
[21]
[J].Journal of Chongqing Jiaotong University,2008,27 (1):20-23.
[M].Beijing:China Architecture and Building Press,1998.
[25]
赵顺波,张新中.混凝土叠合结构设计原理与应用
[26]
[M].北京:中国水利水电出版社,2001.ZHAO Shunbo,ZHANG Xinzhong.Design Theory and Application of Concrete Composite Structures
[27]
[M].Beijing:China Waterpower Press,2001.
[28]
龙炳煌,周旺华.叠合梁的界限受压区高度和最大配筋率公式
[29]
[J].土木工程学报,1994,27(6):29-35.LONG Binghuang,ZHOU Wanghua.Formulae for Determining Balanced Depth of Compression Zone and Maximum Steel Ratio in Composite Beams
[J].公路交通科技,2008,25(6):76-80.ZHANG Jing,QIAN Yongjiu.Theoretical Analysis of Normal Section Bearing Capacity of Stone Main Arch Ring Strengthened by Reinforced Concrete
[33]
[J].Journal of Highway and Transportation Research and Development,2008,25 (6):76-80.
[34]
张树仁,宋建永,王彤.桥梁加固薄弱受弯构件承载力极限状态计算
[35]
[J].公路交通科技,2004,21(6):64-68.ZHANG Shuren,SONG Jianyong,WANG Tong.Analysis of Ultimate Load-carrying Capacity of Strengthened Weak Bending Member of Bridges
[36]
[J].Journal of Highway and Transportation Research and Development,2004,21 (6):64-68.
[37]
张树仁,王潮海,亓路宽.桥梁加同薄弱构件正截面强度试验研究
[38]
[J].土木工程学报,1994,27(4):62-65.ZHANG Shuren,WANG Chaohai,QI Lukuan.Experimental Research on Bending Strength of Weak Bridge Member Strengthened
[M].北京:人民交通出版社,2006.ZHANG Shuren,WANG Zonglin.Disease Diagnosis and Transforming Reinforcing Design of Bridges
[42]
[M].Beijing:China Communications Press,2006.
[43]
中华人民共和国交通部.JTG D62-2004公路钢筋混凝土及预应力混凝土桥涵设计规范
[44]
[S].北京:人民交通出版社,2004.P.R.China.Ministry of Communications.JTG D62-2004 Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts
[45]
[S].Beijing:China Communications Press,2004.
[46]
徐洪涛.桥面铺装层的受力分析及承载力研究
[47]
[D].天津:河北工业大学,2003.XU Hongtao.The Analysis of Bearing Forte and the Study of Carrying Capacity on the Bridge Deck Pavement
