盛飞,曹干珍.预应力混凝土曲线梁桥设计控制荷载的探讨[J].广东公路交通,2001(3):50-51.SHENG Fei,CAO Gan-zhen.An introduction to design control load of prestressed concrete curved beam bridges[J].Guangdong Highway Communications,2001(3):50-51.(in Chinese)
[2]
范立础.预应力混凝土连续梁桥[M].北京:人民交通出版社,1988:253-261.
[3]
邵旭东,李立峰,鲍卫刚.混凝土箱形梁横向温度应力计算分析[J].重庆交通学院学报,2000,19(4):5-10.SHAO Xu-dong,LI Li-feng,BAO Wei-gang.Calculation and analysis of transverse temperature stress for concrete box girder[J].Journal of Chongqing Jiaotong University,2000,19(4):5-10.(in Chinese)
[4]
BARKER Richard M,PUCKETT Jay A.Design of highway bridge[M].New York:A Wiley-Interscience Publication,1997:192-195.
[5]
刘兴法.混凝土结构的温度应力分析[M].北京:人民交通出版社,1991:46-103.
[6]
叶见曙,贾琳,钱培舒.混凝土箱梁温度分布观测与研究[J].东南大学学报:自然科学版,2002,32(5):788-793.YE Jian-shu,JIA Lin,QIAN Pei-shu.Observation and research on temperature distribution in concrete box girders[J].Journal of Southeast University:Natural Science Edition,2002,32(5):788-793.(in Chinese)
[7]
李立峰,邵旭东,程翔云.混凝土箱形梁桥的温度梯度研究[J].中南公路工程,2001,26(4):38-40.LI Li-feng,SHAO Xu-dong,CHENG Xiang-yun.Studies of the thermal gradient in concrete box-girder bridge[J].CentralSouth Highway Engineering,2001,26(4):38-40.(in Chinese)