参考文献/References:
[1] 中华人民共和国国家标准.GB/T50283—1999公路工程结构可靠度设计统一标准[S].北京:人民交通出版社,1999.
[2] 中华人民共和国行业标准.JTG D60—2004公路桥涵设计通用规范[S].北京:人民交通出版社,2004.
[3] 王毅.预应力混凝土连续箱梁温度作用的观测与分析研究[D].南京:东南大学交通学院,2006.
[4] 李全林,张门哲,徐晓波.混凝土箱梁设计参数对温度效应的影响[J].交通科技,2005(5):44-46.
Li Quanlin,Zhang Menzhe,Xu Xiaobo.Influence of design parameters of concrete box girder on temperature effect[J].Transportation Science & Technology,2005(5):44-46.(in Chinese)
[5] 刘其伟,唐蓓华,朱俊.日照引起的钢筋混凝土箱梁中温度分布试验研究[J].施工技术,2006,35(2):1-4.
Liu Qiwei,Tang Peihua,Zhu Jun.The research for temperature field of the reinforced concrete box girder bridge caused by the solar radiation[J].Construction Technology,2006,35(2):1-4.(in Chinese)
[6] 方志,汪剑.大跨径预应力混凝土连续箱梁桥日照温差效应[J].中国公路学报,2007,20(1):62-67.
Fang Zhi,Wang Jian.Sun light thermal difference effect on long-span PC continuous box girder bridge[J].China Journal of Highway and Transport,2007,20(1):62-67.(in Chinese)
[7] Roberts-Wollman C L,Breen J E,Cawrse J.Measurements of thermal gradients and their effects on segmental concrete bridge[J].Journal of Bridge Engineering,2002,7(3):166-174.
[8] Barsotti R,Froli M.Statistical analysis of thermal actions on a concrete segmental box-girder bridge[J].Structural Engineering International:Journal of the International Association for Bridge and Structural Engineering(IABSE),2000,10(2):111-116.
[9] Lucas J M,Berred A,Louis C.Thermal actions on a steel box girder bridge[J].Proceedings of the Institution of Civil Engineers:Structures and Buildings,2003,156(2):175-182.
[10] Lucas J M,Virlogeux M,Louis C.Temperature in the box girder of the normandy bridge[J].Structural Engineering International:Journal of the International Association for Bridge and Structural Engineering(IABSE),2005,15(3):156-165.
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