基金项目：国家自然科学基金项目(59808005)
作者简介：方志(1963-),男,湖北黄冈人,教授,工学博士,E-mail:fangzhi@hnu.cn.
作者单位：方志（湖南大学,土木工程学院,湖南,长沙,410082）
汪剑（湖南大学,土木工程学院,湖南,长沙,410082）
参考文献：
[1]郭棋武,方志,裴炳志,等.混凝土斜拉桥的温度效应分析[J].中国公路学报,2002,15(2):48-51.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]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 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]刘来君.大跨径桥梁施工控制温度荷载[J].长安大学学报:自然科学版,2003,23(2):61-63.LIU Lai-jun.Temperature Load of Construction Controlling for Long-span Bridge[J].Journal of Chang'an University:Natural Science Edition,2003,23 (2):61-63.
[4]陈拴发,郑木莲,杨斌,等.破裂水泥混凝土路面板沥青加铺层温度应力影响因素[J].交通运输工程学报,2005,5(3):25-30.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.
[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.LIU Xing-fa.Analysis of Thermal Stress for Concrete Structure[M].Beijing:China Communications Press,1991.
[6]JTG D62-2004,公路钢筋混凝土及预应力混凝土桥涵设计规范[S].JTG D62-2004,Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S].
[7]IMBSEN R A,VANDERSHAF E E,SCHAMBER R A.Thermal Effects in Concrete Bridge Super Structures[R].Washington DC:AASHTO,1985.
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