GUO Qi-wu, FANG Zhi, PEI Bing-zhi, et al.Temperature Effect Analysis of Concrete Cable-stayed Bridge[J].China Journal of Highway and Transport, 2002, 15(2):48-51.
[2]
GE Yao-jun, ZHAI Dong, ZHANG Guo-quan.Temperature Gradient Test and Research of RC Cable-stayed Bridges[J].China Journal of Highway and Transport, 1996, 9(2):76-83.
[3]
LIU Lai-jun.Temperature Load of Construction Controlling for Long-span Bridge[J].Journal of Changan University:Natural Science Edition, 2003, 23(2):61-63.
[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.
[5]
JTG D62—2004, 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].
[6]
IMBSEN R A, VANDERSHAF E E, SCHAMBER R A.Thermal Effects in Concrete Bridge Super Structures[R].Washington DC:AASHTO, 1985.
CHEN Shuan-fa, ZHENG Mu-lian, YANG Bin, et al.Thermal Stress Influence Factors of Asphalt Overlay on Cement Concrete Pavement Cracking Slab[J].Journal of Traffic and Transportation Engineering, 2005, 5(3):25-30.
[12]
LIU Xing-fa.Analysis of Thermal Stress for Concrete Structure[M].Beijing:China Communications Press, 1991.
[13]
JTG D62—2004, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S].
