[J].重庆交通学院学报,2006,25(6):19-21.LI Jian,SUN Jianyuan.Damage Evaluate and the Method of Diagnose Study of Great Highway Bridge Structure by Overloading
[4]
[J].Journal of Chongqing Jiaotong University,2006,25(6):19-21.
[5]
孙晓燕,黄承逵.外贴碳纤维布加固超载后钢筋混凝土桥梁构件抗弯性能试验
[6]
[J].中国公路学报,2006,19(4):82-87.SUN Xiaoyan,HUANG Chengkui.Test on Flexural Performance of RC Bridge Member after Overload Reinforced with Externally Bonded FRP
[7]
[J].China Journal of Highway and Transport,2006,19(4):82-87.
[8]
DAWOOD S M.SUMNER R E.Fatigue and Overloading Behavior of Steel-concrete Composite Flexural Members Strengthened with High Modulus CFRP Materials
[9]
[J].Journal of Composites for Construction,ASCE,2007,11(6):659-669.
[10]
尚守平.高性能水泥复合砂浆钢筋网加固混凝土结构设计与施工指南
[11]
[M].北京:中国建筑工业出版社,2008.SHANG Shouping.A Guide for the Design and Construction of RC Structures Strengthened with High Performance Ferrocement Laminate
[12]
邓宗才,张鹏飞,李剑辉,等.预应力AFRP加固混凝土梁的疲劳与静载特性
[13]
[J].中国公路学报,2007,20(6):49-55.DENG Zongcai,ZHANG Pengfei,LI Jianhui,et al.Fatigue and Static Behaviors of RC Beams Strengthened with Prestressed AFRP
[14]
[J].China Journal of Highway and Transport,2007,20(6):49-55.
[15]
HEFFERNAN P J,ERKI M A.Fatigue Behavior of Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Plastic Laminates
[16]
刘来君,赵小星.桥梁加固设计与施工技术
[17]
[M].北京:人民交通出版社,2004.LIU Laijun,ZHAO Xiaoxing.Design and Construction Technique for Bridge Strengthening
[18]
[M].Beijing:China Architecture & Building Press,2008.
[19]
滕锦光,陈建飞,史密斯S T,等.FRP加固混凝土结构
[20]
[M].北京:中国建筑工业出版社,2005.TENG Jinguang,CHEN Jianfei,SMITH S T,et al.FRP Strengthened RC Structures
[21]
[M].Beijing:China Architecture & Building Press,2005.
[22]
尚守平,曾令宏,彭晖,等.复合砂浆钢丝网加固RC受弯构件的试验研究
[23]
[J].建筑结构学报,2003,24(6):87-91.SHANG Shouping,ZENG Linghong,PENG Hui,et al.Flexural Behavior of Reinforced Concrete Beams with Ferrocement
[24]
[J].Journal of Building Structures,2003,24(6):87-91.
[25]
罗利波,尚守平.复合砂浆钢筋网加固混凝土梁抗剪计算模型
[26]
[J].科学技术与工程,2006,6(6):788-790.LUO Libo,SHANG Shouping.A Discussion on Calculating Model of Reinforced Concrete Beams Shear Strengthened with Ferrocement
[27]
[J].Science Technology and Engineering,2006,6(6):788-790.
[28]
颜军,尚守平,聂旭.高性能复合砂浆高温后的抗压强度试验研究
[29]
[J].铁道科学与工程学报,2006,3(4):59-62.YAN Jun,SHANG Shouping,NIE Xu.Experimental Investigation of Compressive Strength of High Performance Composite Mortar after Elevated Temperature
[30]
[J].Journal of Railway Science and Engineering,2006,3(4):59-62.
[31]
曾令宏,尚守平,万剑平,等.复合砂浆钢筋网加固钢筋混凝土梁静力和疲劳性能试验研究
[32]
[J].建筑结构学报,2008,29(1):83-89.ZENG Linghong,SHANG Shouping,WAN Jianping,et al.Static and Fatigue Experimental Study on Reinforced Concrete Beams Strengthened with High-performance Ferrocement
[33]
[J].Journal of Building Structures,2008,29(1):83-89.
[34]
蒋隆敏.钢筋网高性能水泥复合砂浆加固RC柱在静载与低周反复荷载作用下的性能研究
[35]
[D].长沙:湖南大学,2006.JIANG Longmin.Research on the Performance of RC Columns Strengthened with High Performance Composite Cement Mortar Laminates Reinforced by Mesh Reinforcements under Monotonic Loading and Laterally Cyclic Loading
[36]
[D].Changsha:Hunan University,2006.
[37]
AASHTO.AASHTO LRFD Bridge Design Specifications
[38]
[S].3rd ed.Washington D C:AASHTO,2004.
[39]
李秀芬,吴佩刚,赵光仪.高强混凝土梁抗弯疲劳性能的试验研究
[40]
[J].土木工程学报,1997,30(5):37-42.LI Xiufen,WU Peigang,ZHAO Guangyi.Experimental Research on Bending Fatigue Behavior of High-strength Concrete Beams