参考文献/References:
[1] 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.
[2] 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 Xudong,Li Lifeng,Bao Weigang.Calculation and analysis of transverse temperature stress for concrete box girder[J]. Journal of Chongqing Jiaotong University,2000,19(4):5-10.(in Chinese)
[3] Barker Richard M,Puckett Jay A.Design of highway bridge[M].New York:A Wiley-Interscience Publication,1997.192-195.
[4] 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.
[5] Enrique Mirambell,Antonio Aguado.Distribution of temperature and stress in concrete box-girder bridge[J].Journal of Structural Engineering,1990,116(9):2388-2409.
[6] Vecchio F.Nonlinear analysis of reinforced concrete frames subjected to thermal and mechanical loads[J]. ACI Structure Journal,1987,84(6):492-501.
[7] Sivakumaran K S.Analysis of concrete structures subjected to sustained temperature gradients[J].Can Journal of Civil Engr,1984,1(3):404-410.
[8] 葛耀君,翟东,张国泉.混凝土斜拉桥温度场的试验研究[J].中国公路学报,1996,9(2):76-83.
Ge Yaojun,Zhai Dong,Zhang Guoquan.Temperature gradient test and research of RC cable-stayed bridges[J]. China Journal of Highway and Transport,1996,9(2):76-83.(in Chinese)
[9] Froli M,Hariga N,Nati G.Longitudinal thermal behavior of a concrete box girder bridge[J]. Structural Engineering International,1996,6(4):237-242.
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