[M].北京:人民交通出版社,2005.ZHANG Jiyao,WANG Changjiang.Construction of PC Continuous Beam Bridge by Cantilever Casting
[6]
浙江省交通厅公路管理局.预应力混凝土箱型连续梁桥裂缝调查分析及防治研究报告
[7]
[R].杭州:浙江省交通厅公路管理局,2000.Highway Administration Bureau of Zhejiang Province.Analysis and Prevention of the Cracks in Continuous Prestressed Concrete Box-girder Bridges
[8]
张开银,刘利军,廖原.大跨度PC桥竖向预应力设计探讨
[9]
[J].公路交通科技,2004,21(8):45-48.ZHANG Kaiyin,LIU Lijun,LIAO Yuan.Research on the Vertical Prestress Design of Long-span PC Continue Beam Bridge
[10]
[J].Journal of Highway and Transportation Research and Development,2004,21(8):45-48.
[11]
[J].Journal of Highway and Transportation Research and Development,2004,21(12):54-57.
[12]
吕建鸣,陈可.预应力混凝土箱梁腹板主应力分析
[13]
朱利明,刘华.三腹板预应力混凝土连续箱梁底板纵向裂缝病害原因分析及对策
[14]
[J].桥梁建设,2005(增刊):114-116.ZHU Liming,LIU Hua.Cause Analysis and Countermeasures for Longitudinal Cracks in Bottom Slab of Prestressed Concrete Continuous Box Girder with Triple Webs
[15]
[J].Bridge Construction,2005(sup):114-116.
[16]
楼庄鸿.大跨径梁式桥的主要病害
[17]
[J].公路交通科技,2006,23(4):84-87.LOU Zhuanghong.Main Faults in Large Span Beam Bridges
[18]
[J].Journal of Highway and transportation Research and Development,2006,23(4):84-87.
[19]
[J].桥梁建设,2006(2):14-17.LIU Xiaoyan,LONG Haojun,WEI Chenglong,et al.Study of Crack Causes of Box Girder Webs and Concrete Stress Limit Values of Prestressed Concrete Highway Bridges
[20]
[J].Journal of Railway Engineering Society,2006(6):62-65.
[21]
杨晓玲,陈湘林.箱梁腹板开裂与竖向预应力质量的探讨
[22]
[J].Hunan Communications Science and Technology.2001(01):41-43.
[23]
王敏.从预应力损失角度对混凝土桥梁病害成因的研究
[24]
[D].武汉:武汉理工大学,2005.WANG Min.Research on the Disease Cause of Concrete Bridge from Pre-stress Loss
[25]
张文学.预应力混凝土连续箱梁局部应力分析及拉-压杆设计
[26]
[D].上海:同济大学,2005.ZHANG Wenxue.The Local Stress Analysis of Continuous PC Box Girder and Strut-and-Tie Design Method
[27]
[D].Shanghai:Tongji University,2005.
[28]
[M].Beijing:China Communications Press,2005.
[29]
[R].Hangzhou:Highway Administration Bureau of Zhejiang Province,2000.
[30]
李江山.预应力连续箱梁设计应注意的问题
[31]
[J].公路,2002(2):4-7.LI Jiangshan.Some Noticeable Problems in Design of PC Continuous Box-girder
[32]
[J].Highway,2002(2):4-7.
[33]
施颖,唐苍松,宣纪明,等.混凝土箱梁腹板竖向预应力分析
[34]
[J].桥梁建设,2006(1):8-11.SHI Ying,TANG Cangsong,XUAN Jiming,et al.Analysis of Vertical Prestress Applied to Webs of Concrete Box Girder
[35]
[J].Bridge Construction,2006(1):8-11.
[36]
刘钊,李鹏.考虑竖向预应力扩散影响的箱梁腹板预压应力计算
[37]
[J].公路交通科技,2004,21(12):54-57.LIU Zhao,LI Peng.Calculation of the Compressed Stress in Box Beam Web by Vertical Prestressing Forces in Consideration of Stress Diffusion
[38]
[J].公路交通科技,2005,22(10):51-59.LV Jianming,CHEN Ke,Principal Stress Analysis for Web of PC Bridge with Box Section
[39]
[J].Journal of Highway and Transportation Research and Development,2005,22(10):51-59.
[40]
刘小燕,龙浩军,韦成龙,等.公路PC箱梁腹板裂缝成因与混凝土应力限值研究
[41]
[J].Bridge Construction,2006(2):14-17.
[42]
陈丹华,陈水生,程海根.预应力混凝土箱梁桥腹板主应力影响因素研究
[43]
[J].铁道工程学报,2006(6):62-65.CHEN Danhua,CHEN Shuisheng,CHENG Haigen.Research on the Influence Factor of Web's Principle Stress for Box Girder Bridges
[44]
[J].湖南交通科技,2001(01):41-43.YANG Xiaoling,CHEN Xianglin.Discussion on Web Plate Cracking of Box Girder and Quality of Vertical Prestressing
